From 4aa5205a13ba5adb7d7c161ca61bd2bd576ac5e8 Mon Sep 17 00:00:00 2001 From: Pierre Ripoll Date: Tue, 4 Aug 2026 22:43:10 +0000 Subject: [PATCH] data(hss-columns): add 1 experiment (DEMO-HSS-001) Submitted-by: Pierre Ripoll --- contributions/hss-columns/55a01184.json | 23 + hss_columns/Moment_Rotation/DEMO-HSS-001.csv | 141 +++++ hss_columns/hss_columns.csv | 571 ++++++++++--------- 3 files changed, 450 insertions(+), 285 deletions(-) create mode 100644 contributions/hss-columns/55a01184.json create mode 100644 hss_columns/Moment_Rotation/DEMO-HSS-001.csv diff --git a/contributions/hss-columns/55a01184.json b/contributions/hss-columns/55a01184.json new file mode 100644 index 0000000..0466596 --- /dev/null +++ b/contributions/hss-columns/55a01184.json @@ -0,0 +1,23 @@ +{ + "schema": 1, + "type": "all-hss-columns", + "submitted_at": "2026-08-04T22:43:08+00:00", + "contributor": { + "name": "Pierre Ripoll", + "email": "pierre.ripoll@epfl.ch", + "institution": "EPFL", + "orcid": "", + "identity": "self-declared" + }, + "files": [ + { + "path": "hss_columns/hss_columns.csv", + "sha256": "2164f3ad532f5ddf3a0783ecf91667983a8b3e8fb1ccd817c4fe0a5e631a7262" + }, + { + "path": "hss_columns/Moment_Rotation/DEMO-HSS-001.csv", + "sha256": "bed477327c1f085977388aabb96c572ebbe98b1ea543dd19654099ce7ec7ce45" + } + ], + "dismissed_warnings": [] +} diff --git a/hss_columns/Moment_Rotation/DEMO-HSS-001.csv b/hss_columns/Moment_Rotation/DEMO-HSS-001.csv new file mode 100644 index 0000000..c12f62a --- /dev/null +++ b/hss_columns/Moment_Rotation/DEMO-HSS-001.csv @@ -0,0 +1,141 @@ +rotation (rad),moment (kN.m) +0.000000,0.000000 +0.003684,66.975948 +0.007098,129.055375 +0.009993,155.062503 +0.012158,156.113823 +0.013434,156.680300 +0.013728,156.711052 +0.013018,143.804694 +0.011357,113.593905 +0.008865,68.287357 +0.005725,11.197349 +0.002166,-53.502343 +-0.001551,-121.081613 +-0.005154,-151.127842 +-0.008381,-152.758362 +-0.010995,-154.054680 +-0.012805,-154.912556 +-0.013679,-155.259804 +-0.013553,-152.968580 +-0.012436,-132.662148 +-0.010410,-95.825085 +-0.007623,-45.150499 +-0.004279,15.656860 +-0.000621,82.151445 +0.003081,148.572795 +0.006559,150.340039 +0.009557,151.845740 +0.011856,152.970352 +0.013288,153.622188 +0.013749,153.744125 +0.013205,143.849268 +0.011695,116.401811 +0.009331,73.408403 +0.006284,18.012234 +0.002778,-45.736757 +-0.000932,-113.177966 +-0.004573,-147.832358 +-0.007880,-149.506598 +-0.010610,-150.866621 +-0.012565,-151.803527 +-0.013602,-152.239356 +-0.013644,-152.132776 +-0.012688,-134.760513 +-0.010805,-100.522179 +-0.008132,-51.920892 +-0.004865,7.490173 +-0.001241,73.367551 +0.004945,146.611082 +0.012012,150.336030 +0.018200,153.581981 +0.023058,156.102160 +0.026230,157.702853 +0.027484,158.257568 +0.026729,144.531283 +0.024020,95.275182 +0.019555,14.090313 +0.013660,-93.088006 +0.006767,-138.927775 +-0.000621,-142.828201 +-0.007964,-146.703843 +-0.014725,-150.261892 +-0.020409,-153.232756 +-0.024601,-155.389771 +-0.026994,-156.565775 +-0.027414,-156.665323 +-0.025830,-127.860116 +-0.022357,-64.720799 +-0.017250,28.136596 +-0.010882,135.258813 +-0.003718,139.036852 +0.003718,142.963148 +0.010882,146.741187 +0.017250,150.085294 +0.022357,152.741520 +0.025830,154.506203 +0.027414,155.240862 +0.026994,147.606050 +0.024601,104.089388 +0.020409,27.872323 +0.014725,-75.473019 +0.007964,-135.296157 +0.000621,-139.171799 +-0.006767,-143.072225 +-0.013660,-146.702812 +-0.019555,-149.788665 +-0.024020,-152.094715 +-0.026729,-153.442901 +-0.027484,-153.725194 +-0.026230,-130.918153 +-0.023058,-73.245178 +-0.018200,15.077336 +-0.012012,127.592250 +-0.004945,135.388918 +0.003724,139.988190 +0.014594,145.787657 +0.024397,151.005157 +0.032416,155.249776 +0.038065,158.201730 +0.040932,159.635737 +0.040806,157.344123 +0.037696,100.811642 +0.031831,-5.828690 +0.023639,-123.897471 +0.013718,-129.179186 +0.002795,-135.007949 +-0.008333,-140.948162 +-0.018852,-146.556074 +-0.027992,-151.412233 +-0.035086,-155.152144 +-0.039615,-157.492918 +-0.041247,-158.253959 +-0.039864,-133.110537 +-0.035567,-54.977322 +-0.028670,70.433472 +-0.019676,124.505062 +-0.009244,130.065786 +0.001864,135.995133 +0.012836,141.850150 +0.022869,147.193315 +0.031230,151.624532 +0.037308,154.810371 +0.040659,156.508454 +0.041037,156.585167 +0.038415,108.910692 +0.032984,10.173485 +0.025142,-120.099013 +0.015462,-125.249566 +0.004652,-131.016709 +-0.006499,-136.969347 +-0.017174,-142.662823 +-0.026594,-147.671427 +-0.034070,-151.619520 +-0.039055,-154.208995 +-0.041184,-155.241071 +-0.040303,-139.216155 +-0.036475,-69.618808 +-0.029980,48.462801 +-0.021294,120.644009 +-0.011051,126.101661 +-0.000000,132.000000 diff --git a/hss_columns/hss_columns.csv b/hss_columns/hss_columns.csv index 2e8a605..7f22e06 100644 --- a/hss_columns/hss_columns.csv +++ b/hss_columns/hss_columns.csv @@ -1,372 +1,373 @@ -test_id,id,investigator,date,reference,url,test_configuration,stiffness_coefficient,test_type,loading_protocol,forming_process,seams,tube_section,width__mm,depth__mm,flange_thickness__mm,web_thickness__mm,area__mm2,moment_of_inertia__mm4,radius__mm,depth_over_t,plastic_section_modulus__mm3,axial_load_ratio,axial_load_sequence,loading_angle,steel_type,fy_nominal__n_mm2,fy_measured__n_mm2,f_ultimate__n_mm2,mp_measured__knmm,length__mm,ke_measured__knmm_rad,my_pos_100fit__knmm,my_neg_100fit__knmm,theta_p_pos_100fit__rad,theta_pc_pos_100fit__rad,theta_u_pos_100fit__rad,theta_p_neg_100fit__rad,theta_pc_neg_100fit__rad,theta_u_neg_100fit__rad,mc_my_pos_100fit,mu_mc_pos_100fit,mc_my_neg_100fit,mu_mc_neg_100fit,my_pos_80fit__knmm,my_neg_80fit__knmm,theta_p_pos_80fit__rad,theta_pc_pos_80fit__rad,theta_u_pos_80fit__rad,theta_p_neg_80fit__rad,theta_pc_neg_80fit__rad,theta_u_neg_80fit__rad,mc_my_pos_80fit,mu_mc_pos_80fit,mc_my_neg_80fit,mu_mc_neg_80fit,lambda_s,lambda_c,flexural_buckling,latitude,longitude -1,Kawaguchi_Morino_2001__Morino-22S0510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.05,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,949072.32,24132.68,-24132.68,0.06,0.6,NA,0.04,0.6,NA,1.03,NA,1.03,NA,24132.68,-24132.68,0.06,0.6,NA,0.04,0.6,NA,1.03,NA,1.03,NA,1.319,2.501,FALSE,34.746329,136.522679 -2,Kawaguchi_Morino_2001__Morino-22S1510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.15,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,982967.76,22596.96,-20337.26,0.03,0.18,NA,0.01,0.18,NA,1,NA,1,NA,22596.96,-20337.26,0.03,0.18,NA,0.01,0.18,NA,1,NA,1,NA,0.7,0.624,FALSE,34.746329,136.522679 -3,Kawaguchi_Morino_2001__Morino-22S1513,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.15,Constant,0,STKR400,235,332.2,402.8,20465.93,1043,790893.6,17399.66,-19716.95,0.04,0.17,NA,0.01,0.17,NA,1,NA,1.02,NA,17399.66,-19716.95,0.04,0.17,NA,0.01,0.17,NA,1,NA,1.02,NA,0.502,0.423,FALSE,34.746329,136.522679 -4,Kawaguchi_Morino_2001__Morino-22C2510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.27,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,1016863.2,21467.11,-22596.96,0.01,0.15,NA,0.01,0.15,NA,1,NA,1,NA,21467.11,-22596.96,0.01,0.15,NA,0.01,0.15,NA,1,NA,1,NA,1.587,1.191,FALSE,34.746329,136.522679 -5,Kawaguchi_Morino_2001__Morino-22C2512,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.27,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,790893.6,20902.19,-22596.96,0.005,0.14,NA,0.005,0.14,NA,1,NA,1,NA,20902.19,-22596.96,0.005,0.14,NA,0.005,0.14,NA,1,NA,1,NA,2.033,1.398,FALSE,34.746329,136.522679 -6,Kawaguchi_Morino_2001__Morino-22C2508,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.25,Constant,0,STKR400,235,332.2,402.8,20465.93,1047,1321922.16,17216.73,-21843.73,0.025,0.1,NA,0.01,0.1,NA,1.05,NA,1.05,NA,17216.73,-21843.73,0.025,0.1,NA,0.01,0.1,NA,1.05,NA,1.05,NA,1.155,0.945,FALSE,34.746329,136.522679 -7,Kawaguchi_Morino_2001__Morino-31S0510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.05,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,734401.2,16673.49,-16673.49,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,16673.49,-16673.49,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,0.369,0.371,FALSE,34.746329,136.522679 -8,Kawaguchi_Morino_2001__Morino-31S1510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.15,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,734401.2,14808.69,-14808.69,0.005,0.09,NA,0.005,0.09,NA,1.03,NA,1.03,NA,14808.69,-14808.69,0.005,0.09,NA,0.005,0.09,NA,1.03,NA,1.03,NA,0.198,0.191,FALSE,34.746329,136.522679 -9,Kawaguchi_Morino_2001__Morino-31C2510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.15,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,937773.84,19017.24,-20135.9,0.005,0.15,NA,0.005,0.15,NA,1.01,NA,1.01,NA,19017.24,-20135.9,0.005,0.15,NA,0.005,0.15,NA,1.01,NA,1.01,NA,1.375,1.075,FALSE,34.746329,136.522679 -10,Kawaguchi_Morino_2001__Morino-31C2512,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.25,Constant,0,STKR400,235,398.9,433.2,17947.92,1048,869982.96,18307.72,-15692.33,0.015,0.15,NA,0.015,0.15,NA,1.08,NA,1.08,NA,18307.72,-15692.33,0.015,0.15,NA,0.015,0.15,NA,1.08,NA,1.08,NA,1.146,1.089,FALSE,34.746329,136.522679 -11,Kawaguchi_Morino_2001__Morino-31C2508,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.26,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,1231534.32,15723.72,-14782.18,0.01,0.15,NA,0.01,0.15,NA,1.2,NA,1.2,NA,15723.72,-14782.18,0.01,0.15,NA,0.01,0.15,NA,1.2,NA,1.2,NA,0.683,2.504,FALSE,34.746329,136.522679 -12,Kawaguchi_Morino_2001__Morino-43S0510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.05,Constant,0,STKR400,235,384.2,456.7,12654.52,1044,604468.68,10760.46,-9684.41,0.01,0.15,NA,0.01,0.15,NA,1.05,NA,1.05,NA,10760.46,-9684.41,0.01,0.15,NA,0.01,0.15,NA,1.05,NA,1.05,NA,0.245,0.253,FALSE,34.746329,136.522679 -13,Kawaguchi_Morino_2001__Morino-43S1510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.15,Constant,0,STKR400,235,384.2,456.7,12654.52,1043,564924,8608.37,-9684.41,0.01,0.08,NA,0.01,0.08,NA,1.05,NA,1.05,NA,8608.37,-9684.41,0.01,0.08,NA,0.01,0.08,NA,1.05,NA,1.05,NA,0.131,0.131,FALSE,34.746329,136.522679 -14,Kawaguchi_Morino_2001__Morino-43C2510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.27,Constant,0,STKR400,235,384.2,456.7,12654.52,1043,564924,9655.06,-11606.62,0.015,0.08,NA,0.01,0.08,NA,1.1,NA,1.1,NA,9655.06,-11606.62,0.015,0.08,NA,0.01,0.08,NA,1.1,NA,1.1,NA,0.125,0.125,FALSE,34.746329,136.522679 -15,Kawaguchi_Morino_2001__Morino-43C2512,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.25,Constant,0,STKR400,235,384.2,456.7,12654.52,1048,508431.6,10784.91,-10784.91,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,10784.91,-10784.91,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,0.05,0.05,FALSE,34.746329,136.522679 -16,Kawaguchi_Morino_2001__Morino-43C2508,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.2,Constant,0,STKR400,235,384.2,456.7,12654.52,1048,937773.84,9244.21,-7189.94,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,9244.21,-7189.94,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,NA,NA,FALSE,34.746329,136.522679 -17,Tsuda_Matsui_1998__Matsui-253C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.3,Constant,0,NR,NR,456.01,516.81,82538.68,1000,4180437.61,68677.04,-64246.26,0.018,0.09,NA,0.018,0.09,NA,1.02,NA,1.02,NA,68677.04,-64246.26,0.018,0.09,NA,0.018,0.09,NA,1.02,NA,1.02,NA,NA,NA,FALSE,34.746329,136.522679 -18,Tsuda_Matsui_1998__Matsui-331C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.1,Constant,0,NR,NR,440.32,502.1,60175.51,1000,3389544.01,54846.99,-54846.99,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,54846.99,-54846.99,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,NA,NA,FALSE,34.746329,136.522679 -19,Tsuda_Matsui_1998__Matsui-333C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.3,Constant,0,NR,NR,440.32,502.1,60175.51,1000,3389544.01,43877.59,-43877.59,0.013,0.035,NA,0.013,0.035,NA,1.03,NA,1.03,NA,43877.59,-43877.59,0.013,0.035,NA,0.013,0.035,NA,1.03,NA,1.03,NA,NA,NA,FALSE,34.746329,136.522679 -20,Tsuda_Matsui_1998__Matsui-335C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.45,Constant,0,NR,NR,440.32,502.1,60175.51,1000,3389544.01,35102.07,-35102.07,0.01,0.025,NA,0.01,0.025,NA,1.03,NA,1.03,NA,35102.07,-35102.07,0.01,0.025,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,FALSE,34.746329,136.522679 -21,Tsuda_Matsui_1998__Matsui-471C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,464.84,33735.79,1000,2350083.85,23673.01,-23673.01,0.01,0.12,NA,0.01,0.12,NA,1.05,NA,1.05,NA,23673.01,-23673.01,0.01,0.12,NA,0.01,0.12,NA,1.05,NA,1.05,NA,NA,NA,FALSE,34.746329,136.522679 -22,Tsuda_Matsui_1998__Matsui-473C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,1000,2259696.01,20641.45,-20641.45,0.008,0.025,NA,0.008,0.025,NA,1.04,NA,1.04,NA,20641.45,-20641.45,0.008,0.025,NA,0.008,0.025,NA,1.04,NA,1.04,NA,NA,NA,FALSE,34.746329,136.522679 -23,Tsuda_Matsui_1998__Matsui-476C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,464.84,33735.79,1000,372849.84,5084.32,-4519.39,0,0.3,NA,0,0.3,NA,1,NA,1,NA,5084.32,-4519.39,0,0.3,NA,0,0.3,NA,1,NA,1,NA,NA,NA,FALSE,34.746329,136.522679 -24,Sugiyama_Igarashi_1986__Igarashi-22,Shigenori & Igarashi,1986,"Shigenori, S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force""",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,1000,1163743.44,13727.13,-13727.13,0.035,0.45,NA,0.035,0.45,NA,1.07,NA,1.07,NA,13727.13,-13727.13,0.035,0.45,NA,0.035,0.45,NA,1.07,NA,1.07,NA,NA,NA,FALSE,NR,NR -25,Sugiyama_Igarashi_1986__Igarashi-23,Shigenori & Igarashi,1986,"Shigenori, S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force""",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,1000,1751264.41,20062.72,-20062.72,0.045,0.45,NA,0.045,0.45,NA,1.07,NA,1.07,NA,20062.72,-20062.72,0.045,0.45,NA,0.045,0.45,NA,1.07,NA,1.07,NA,NA,NA,FALSE,NR,NR -26,Yamanaka_Yamada_1984__Yamada-1,Yamanaka & Yamada,1986,"Yamanaka, K., Yamada, S. (1984). ""Elasto-Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending under Constant Axial Load"", AIJ, Oct, 1984.",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.33,Constant,0,NR,NR,365.79,NR,35868.17,600,3389544.01,52061.62,-52061.62,0.01,0.1,NA,0.01,0.1,NA,1.02,NA,1.02,NA,52061.62,-52061.62,0.01,0.1,NA,0.01,0.1,NA,1.02,NA,1.02,NA,NA,NA,FALSE,NR,NR -27,Yamanaka_Yamada_1984__Yamada-2,Yamanaka & Yamada,1986,"Yamanaka, K., Yamada, S. (1984). ""Elasto-Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending under Constant Axial Load"", AIJ, Oct, 1984.",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.33,Constant,0,NR,NR,365.79,NR,35868.17,600,3389544.01,48887.65,-48887.65,0.017,0.08,NA,0.017,0.08,NA,1.04,NA,1.04,NA,48887.65,-48887.65,0.017,0.08,NA,0.017,0.08,NA,1.04,NA,1.04,NA,NA,NA,FALSE,NR,NR -28,Tsuda_Matsui_1998__Matsui-221,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.45,4.45,1649.79,2474048.49,38.72,22.47,60985.49,0.1,Constant,0,NR,NR,385.4,421.69,23503.89,750,1016863.2,23693.9,-20062.72,0.04,0.2,NA,0.03,0.45,NA,1.03,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -29,Tsuda_Matsui_1998__Matsui-223,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.45,4.45,1649.79,2474048.49,38.72,22.47,60985.49,0.3,Constant,0,NR,NR,385.4,421.69,23503.89,750,1016863.2,19196.45,-20062.72,0.03,0.08,NA,0.03,0.45,NA,1.03,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -30,Tsuda_Matsui_1998__Matsui-225,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.45,4.45,1649.79,2474048.49,38.72,22.47,60985.49,0.5,Constant,0,NR,NR,385.4,421.69,23503.89,750,903878.4,13181.56,-20062.72,0.017,0.1,NA,0.03,0.45,NA,1.02,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -31,Tsuda_Matsui_1998__Matsui-251-1,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.1,Constant,0,NR,NR,456.01,516.81,82538.68,750,4010960.41,80380.61,-20062.72,0.028,0.15,NA,0.03,0.45,NA,1.05,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -32,Tsuda_Matsui_1998__Matsui-251-2,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.1,Constant,0,NR,NR,456.01,516.81,82538.68,750,3897975.61,77475.29,-20062.72,0.018,0.05,NA,0.03,0.45,NA,1.05,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -33,Tsuda_Matsui_1998__Matsui-253,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.3,Constant,0,NR,NR,456.01,516.81,82538.68,750,3728498.41,70892.42,-20062.72,0.018,0.09,NA,0.03,0.45,NA,1.02,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -34,Tsuda_Matsui_1998__Matsui-311,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x3,100,100,3.09,3.09,1173.22,1817596.28,39.36,32.36,43544.58,0.1,Constant,0,NR,NR,419.72,473.66,18276.73,750,903878.4,17833.88,-64246.26,0.013,0.15,NA,0.018,0.09,NA,1.02,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -35,Tsuda_Matsui_1998__Matsui-313,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x3,100,100,3.09,3.09,1173.22,1817596.28,39.36,32.36,43544.58,0.3,Constant,0,NR,NR,419.72,473.66,18276.73,750,903878.4,14040.83,-64246.26,0.015,0.05,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -36,Tsuda_Matsui_1998__Matsui-331,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.1,Constant,0,NR,NR,440.32,473.66,60175.51,750,2711635.21,57479.65,-64246.26,0.01,0.1,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -37,Tsuda_Matsui_1998__Matsui-333,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.3,Constant,0,NR,NR,440.32,502.1,60175.51,750,3084485.05,45193.92,-64246.26,0.013,0.035,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -38,Tsuda_Matsui_1998__Matsui-335,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.45,Constant,0,NR,NR,440.32,502.1,60175.51,750,3389544.01,38392.89,-64246.26,0.01,0.025,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -39,Tsuda_Matsui_1998__Matsui-471,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,502.1,33735.79,750,2350083.85,28301.05,-35102.07,0.01,0.12,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -40,Tsuda_Matsui_1998__Matsui-473,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,750,2259696.01,19989.62,-35102.07,0.013,0.025,NA,0.01,0.025,NA,1.04,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -41,Tsuda_Matsui_1998__Matsui-473D,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,750,2429173.21,25179.47,-35102.07,0.006,0.025,NA,0.01,0.025,NA,1.05,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -42,Tsuda_Matsui_1998__Matsui-475,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.5,Constant,0,NR,NR,324.6,464.84,33735.79,750,2824620.01,21170.94,-35102.07,0.008,0.03,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -43,Tsuda_Matsui_1998__Matsui-476,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.6,Constant,0,NR,NR,324.6,464.84,33735.79,750,2259696.01,8640.01,-35102.07,0.004,0.013,NA,0.01,0.025,NA,1.02,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -44,Tsuda_Matsui_1998__Matsui-471A,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,464.84,33735.79,750,2824620.01,31482.17,-35102.07,0.008,0.04,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -45,Tsuda_Matsui_1998__Matsui-473A,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,750,3016694.17,25449,-35102.07,0.006,0.03,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -46,Tsuda_Matsui_1998__Matsui-475A,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.5,Constant,0,NR,NR,324.6,464.84,33735.79,750,3050589.61,12912.55,-35102.07,0.006,0.18,NA,0.01,0.025,NA,1.05,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -47,Tsuda_Matsui_1998__Matsui-471-27,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.27,3.27,1891.69,6738871.08,59.69,45.87,105620.63,0.1,Constant,0,NR,NR,379.52,478.56,40084.86,750,2259696.01,26695.43,-4519.39,0.02,0.14,NA,0,0.3,NA,1.02,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -48,Tsuda_Matsui_1998__Matsui-473-28,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.27,3.27,1891.69,6738871.08,59.69,45.87,105620.63,0.3,Constant,0,NR,NR,379.52,478.56,40084.86,750,2417874.73,19799.24,-4519.39,0.013,0.027,NA,0,0.3,NA,1.05,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -49,Tsuda_Matsui_1998__Matsui-601,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.5,150,150,2.51,2.51,1464.58,5280527.25,60.05,59.76,81909.08,0.1,Constant,0,NR,NR,386.38,450.13,31648.2,750,1581787.21,18723.2,-4519.39,0.011,0.1,NA,0,0.3,NA,1.05,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -50,Tsuda_Matsui_1998__Matsui-603,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.5,150,150,2.51,2.51,1464.58,5280527.25,60.05,59.76,81909.08,0.3,Constant,0,NR,NR,386.38,450.13,31648.2,750,2259696.01,9994.81,-4519.39,0.006,0.025,NA,0,0.3,NA,1.04,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -51,Tsuda_Matsui_1998__Matsui-751,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.0,150,150,2,2,1173.7,4265966.96,60.29,75,65716,0.1,Constant,0,NR,NR,355,433.45,23329.23,750,1615682.65,11728.9,-4519.39,0.006,0.08,NA,0,0.3,NA,1.05,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 -52,Tsuda_Matsui_1998__Matsui-753,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.0,150,150,2,2,1173.7,4265966.96,60.29,75,65716,0.3,Constant,0,NR,NR,355,433.45,23329.23,750,1288026.72,4780.13,-4519.39,0.005,0.01,NA,0,0.3,NA,1.04,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 -53,Tsuda_Matsui_1998__Matsui-941,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x1.6,150,150,1.58,1.58,931.59,3408414.26,60.49,94.94,52209.51,0.1,Constant,0,NR,NR,355.98,445.22,18585.61,750,1434906.97,8336.74,-4519.39,0.005,0.065,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 -54,Tsuda_Matsui_1998__Matsui-943,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x1.6,150,150,1.58,1.58,931.59,3408414.26,60.49,94.94,52209.51,0.3,Constant,0,NR,NR,355.98,445.22,18585.61,750,1220235.84,3839.29,-4519.39,0.002,0.018,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 -55,Tsuda_Matsui_1998__Matsui-H-471,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.28,3.28,1897.26,6757638.15,59.68,45.73,105929.3,0.1,Constant,0,NR,NR,493.27,597.22,52252.22,750,2824620.01,33895.44,-4519.39,0.013,0.12,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -56,Tsuda_Matsui_1998__Matsui-H-473,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.28,3.28,1897.26,6757638.15,59.68,45.73,105929.3,0.3,Constant,0,NR,NR,493.27,597.22,52252.22,750,2598650.41,23255.12,-4519.39,0.008,0.032,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 -57,Tsuda_Matsui_1998__Matsui-H-581,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.7,150,150,2.64,2.64,1538.17,5534495.5,59.98,56.82,86000.48,0.1,Constant,0,NR,NR,487.39,604.09,41915.82,750,2259696.01,25920.04,-4519.39,0.009,0.18,NA,0,0.3,NA,1.02,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 -58,Tsuda_Matsui_1998__Matsui-H-583,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.7,150,150,2.64,2.64,1538.17,5534495.5,59.98,56.82,86000.48,0.3,Constant,0,NR,NR,486.41,603.11,41831.48,750,1807756.81,17599.56,-4519.39,0.005,0.045,NA,0,0.3,NA,1.04,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 -59,Sugiyama_Igarashi_1986__Igarashi-1,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,198.9,1525294.81,18318.89,-19716.95,0.01,0.1,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -60,Sugiyama_Igarashi_1986__Igarashi-2,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.25,Constant,0,NR,NR,437.77,502.1,19696.77,198.645,1638279.61,15644.05,-19716.95,0.005,0.08,NA,0.01,0.17,NA,1.04,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -61,Sugiyama_Igarashi_1986__Igarashi-3,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,45,NR,NR,437.77,502.1,19696.77,198.69,1694772.01,18318.89,-19716.95,0.015,0.1,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -62,Sugiyama_Igarashi_1986__Igarashi-4,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.25,Constant,45,NR,NR,437.77,502.1,19696.77,198.625,1638279.61,16355.89,-19716.95,0.01,0.07,NA,0.01,0.17,NA,1.05,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -63,Sugiyama_Igarashi_1986__Igarashi-5,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.4,Constant,45,NR,NR,437.77,502.1,19696.77,198.625,1638279.61,14096.2,-19716.95,0.008,0.04,NA,0.01,0.17,NA,1.05,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -64,Sugiyama_Igarashi_1986__Igarashi-6,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,198.195,1864249.21,27692.35,-19716.95,0.03,0.5,NA,0.01,0.17,NA,1.02,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -65,Sugiyama_Igarashi_1986__Igarashi-7,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.25,Constant,0,NR,NR,437.77,502.1,26969.74,198.49,1920741.61,25229.62,-19716.95,0.03,0.07,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -66,Sugiyama_Igarashi_1986__Igarashi-8,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,45,NR,NR,437.77,502.1,26969.74,198.395,1977234.01,25986.5,-19716.95,0.08,0.07,NA,0.01,0.17,NA,1.1,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -67,Sugiyama_Igarashi_1986__Igarashi-9,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.25,Constant,45,NR,NR,437.77,502.1,26969.74,198.495,2033726.41,25747.5,-19716.95,0.045,0.09,NA,0.01,0.17,NA,1.04,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -68,Sugiyama_Igarashi_1986__Igarashi-10,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.4,Constant,45,NR,NR,437.77,502.1,26969.74,198.59,2090218.81,22193.44,-19716.95,0.037,0.05,NA,0.01,0.17,NA,1.12,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -69,Sugiyama_Igarashi_1986__Igarashi-11,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0,Constant,0,NR,NR,437.77,502.1,34860.41,198.4,3231365.29,34534.98,-19716.95,0.052,0.05,NA,0.01,0.17,NA,1.06,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -70,Sugiyama_Igarashi_1986__Igarashi-12,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0.25,Constant,0,NR,NR,437.77,502.1,34860.41,198.87,3231365.29,33042.72,-19716.95,0.025,0.05,NA,0.01,0.17,NA,1.06,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -71,Sugiyama_Igarashi_1986__Igarashi-13,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0,Constant,45,NR,NR,437.77,502.1,34860.41,198.39,3231365.29,35707.46,-19716.95,0.073,0.05,NA,0.01,0.17,NA,1.06,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -72,Sugiyama_Igarashi_1986__Igarashi-14,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0.25,Constant,45,NR,NR,437.77,502.1,34860.41,198.365,3231365.29,31144.51,-19716.95,0.04,0.05,NA,0.01,0.17,NA,1.15,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -73,Sugiyama_Igarashi_1986__Igarashi-15,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,290.7,1129848,14688.02,-14400.02,0.015,0.3,NA,0.01,0.17,NA,1,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -74,Sugiyama_Igarashi_1986__Igarashi-16,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,491.1,1016863.2,15661.26,-14400.02,0.007,0.23,NA,0.01,0.17,NA,1.01,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -75,Sugiyama_Igarashi_1986__Igarashi-17,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,690.8,960370.8,16332.46,-14400.02,0.01,0.23,NA,0.01,0.17,NA,1.01,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -76,Sugiyama_Igarashi_1986__Igarashi-18,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,290.8,1355817.6,20293.39,-14400.02,0.043,0.7,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -77,Sugiyama_Igarashi_1986__Igarashi-19,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,490.9,1355817.6,21500.02,-14400.02,0.03,0.6,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -78,Sugiyama_Igarashi_1986__Igarashi-20,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,690.9,1129848,23040.04,-14400.02,0.04,0.4,NA,0.01,0.17,NA,1.02,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -79,Sugiyama_Igarashi_1986__Igarashi-21,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0,Constant,0,NR,NR,437.77,502.1,34860.41,291.1,1920741.61,25219.82,-14400.02,0.05,0.4,NA,0.01,0.17,NA,1.12,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -80,Kouichi_Yamada_1984__Yamada-3,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0,Constant,0,NR,NR,365.79,447.18,26053.45,1500,3954468.01,48670.38,-48887.65,0.01,0.22,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -81,Kouichi_Yamada_1984__Yamada-4,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.17,Constant,0,NR,NR,365.79,447.18,26053.45,1500,3084485.05,42535.45,-48887.65,0.007,0.075,NA,0.01,0.08,NA,1.02,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -82,Kouichi_Yamada_1984__Yamada-5,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.33,Constant,0,NR,NR,365.79,447.18,26053.45,1500,4338616.34,33237.28,-48887.65,0.006,0.033,NA,0.01,0.08,NA,1.03,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -83,Kouichi_Yamada_1984__Yamada-6,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.67,Constant,0,NR,NR,365.79,447.18,26053.45,1500,4519392.02,19086.75,-48887.65,0.003,0.033,NA,0.01,0.08,NA,1.03,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -84,Kouichi_Yamada_1984__Yamada-7,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3321753.13,67132.72,-48887.65,0.015,0.08,NA,0.01,0.08,NA,1.03,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -85,Kouichi_Yamada_1984__Yamada-8,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.17,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3321753.13,61163.89,-48887.65,0.022,0.11,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -86,Kouichi_Yamada_1984__Yamada-9,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.33,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3988363.45,50517.24,-48887.65,0.013,0.05,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -87,Kouichi_Yamada_1984__Yamada-10,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.67,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3203119.09,21184.65,-48887.65,0.007,0.015,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -88,Yamada_et_al_2018__M00_0.18_22,Yamada & Ishida,2018,"Yamada, S. And Ishida, T. (2018). ""Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling"", International Journal of Steel Structures, Vol. 18, Issue 5, 1761-1771",https://link.springer.com/article/10.1007/s13296-018-0087-x,DC,3,Monotonic,Monotonic,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.18,Constant,0,BCR295,295,381,462,187778.9,1734,18219039.15,175497.45,175497.45,0.025,0.378,0.254,0.025,0.378,0.254,1.325,0.429,1.325,0.429,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 -89,Yamada_et_al_2018__C00_0.18_22,Yamada & Ishida,2018,"Yamada, S. And Ishida, T. (2018). ""Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling"", International Journal of Steel Structures, Vol. 18, Issue 5, 1761-1771",https://link.springer.com/article/10.1007/s13296-018-0087-x,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.18,Constant,0,BCR295,295,443,483,218336.09,1734,16094119.01,241096.41,238269.8,0.026,0.074,0.093,0.011,0.077,0.076,1.08,0.378,1.079,0.372,228180.84,221717.39,0.041,0.044,0.093,0.032,0.038,0.076,1.14,0.38,1.16,0.37,0.576,0.5,FALSE,35.625759,139.341531 -90,Yamada_et_al_2018__C00_0.36_22,Yamada & Ishida,2018,"Yamada, S. And Ishida, T. (2018). ""Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling"", International Journal of Steel Structures, Vol. 18, Issue 5, 1761-1771",https://link.springer.com/article/10.1007/s13296-018-0087-x,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.36,Constant,0,BCR295,295,443,483,218336.09,1734,17664411.61,216846.19,221750.48,0.012,0.049,0.054,0.011,0.033,0.045,1.102,0.327,1.048,0.212,202682.1,205947.64,0.028,0.019,0.054,0.019,0.019,0.045,1.18,0.33,1.13,0.21,0.226,0.201,FALSE,35.625759,139.341531 -91,Yamada_et_al_2013__CB00_0.2_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,0,BCR295,295,375,427,184821.75,1734,18343362.94,192093.36,178960.49,0.015,0.03,0.041,0.015,0.033,0.042,1.105,0.375,1.143,0.419,180914.02,170506.89,0.026,0.009,0.041,0.025,0.014,0.042,1.17,0.37,1.2,0.42,NA,NA,FALSE,35.625759,139.341531 -92,Yamada_et_al_2013__CB00_0.2_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,0,BCR295,295,375,427,184821.75,1734,12731165.25,113270.86,105064.59,0.013,0.001,0.023,0.015,0.001,0.024,1.129,0.238,1.143,0.327,114293.99,105447.2,0.013,0.001,0.023,0.016,0.001,0.024,1.12,0.24,1.14,0.33,NA,NA,FALSE,35.625759,139.341531 -93,Yamada_et_al_2013__CB45_0.2_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,45,BCR295,295,375,427,184821.75,1734,15580997.76,159131.34,152102.17,0.014,0.032,0.04,0.016,0.019,0.041,1.095,0.48,1.133,0.436,154918.92,150481.87,0.017,0.026,0.04,0.017,0.018,0.041,1.13,0.48,1.14,0.44,NA,NA,FALSE,35.625759,139.341531 -94,Yamada_et_al_2013__CB45_0.2_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,45,BCR295,295,375,427,184821.75,1734,13504528.81,154918.54,171285.22,0.012,0.044,0.039,0.012,0.035,0.041,1.275,0.655,1.127,0.558,156951.02,163422.28,0.015,0.035,0.039,0.022,0.015,0.041,1.26,0.65,1.18,0.56,NA,NA,FALSE,35.625759,139.341531 -95,Yamada_et_al_2013__CB00_0.4_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,0,BCR295,295,375,427,184821.75,1734,18919871,181799.37,164482.01,0.011,0.023,0.035,0.013,0.019,0.035,1.046,0.237,1.127,0.256,172852.35,160350.49,0.016,0.012,0.035,0.016,0.011,0.035,1.1,0.24,1.16,0.26,NA,NA,FALSE,35.625759,139.341531 -96,Yamada_et_al_2013__CB00_0.4_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,0,BCR295,295,375,427,184821.75,1734,23677686.52,92382.73,95670.85,0.001,0.144,0.012,0.008,0.001,0.016,1.121,0.952,1.042,0.247,99878.98,94524.06,0.008,NA,0.012,0.009,0,0.016,1.04,0.95,1.06,0.25,NA,NA,FALSE,35.625759,139.341531 -97,Yamada_et_al_2013__CB45_0.4_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,45,BCR295,295,375,427,184821.75,1734,19087007.2,138415.76,142813.01,0.003,0.026,0.025,0.008,0.015,0.026,1.195,0.311,1.033,0.361,135648.96,135378.1,0.01,0.013,0.025,0.012,0.009,0.026,1.22,0.31,1.09,0.36,NA,NA,FALSE,35.625759,139.341531 -98,Yamada_et_al_2013__CB45_0.4_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,45,BCR295,295,375,427,184821.75,1734,13109934.87,142233.06,139792.35,0.01,0.008,0.025,0.009,0.009,0.034,1.164,0.292,1.042,0.223,140977.88,137328.72,0.011,0.005,0.025,0.012,0.004,0.034,1.17,0.29,1.06,0.22,NA,NA,FALSE,35.625759,139.341531 -99,Yamada_et_al_2012__No-1,Yamada,2013,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://doi.org/10.3130/aijs.77.627,DC,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0,Constant,0,STKR400,245,367,436.9,35987.01,742,3512579.15,33451.2,36096.14,0.026,0.096,0.117,0.007,0.114,0.103,1.124,0.358,1.08,0.369,31859.1,31648.92,0.042,0.064,0.117,0.032,0.066,0.103,1.18,0.36,1.23,0.37,0.714,0.7,FALSE,35.625759,139.341531 -100,Yamada_et_al_2012__No-2,Yamada,2013,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://doi.org/10.3130/aijs.77.627,DC,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0,Constant,0,STKR400,245,367,436.9,35987.01,742,3170411.34,34982.28,35860.43,0.027,0.069,0.083,0.007,0.089,0.083,1.089,0.423,1.089,0.379,33511.77,32438.31,0.036,0.053,0.083,0.028,0.049,0.083,1.14,0.42,1.2,0.38,0.757,0.85,FALSE,35.625759,139.341531 -101,Yamada_et_al_2012__No-3,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.15,Constant,0,BCR295,295,330,423.08,377374.14,1443,46453862.74,368299.74,358855.65,0.013,0.02,0.039,0.001,0.035,0.04,1.206,0.271,1.176,0.254,363182.37,346891.9,0.014,0.017,0.039,0.014,0.009,0.04,1.22,0.27,1.22,0.25,0.175,0.175,FALSE,35.625759,139.341531 -102,Yamada_et_al_2012__No-4,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.14,Constant,0,BCR295,295,330,423.08,377374.14,1463,77276246.1,360795.41,395532.29,0.017,0.035,0.05,0.004,0.041,0.051,1.156,0.219,1.045,0.165,360795.41,360795.41,0.019,0.029,0.05,0.02,0.011,0.051,1.16,0.22,1.15,0.17,0.256,1.852,FALSE,35.625759,139.341531 -103,Yamada_et_al_2012__No-5,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.14,Constant,0,BCR295,295,330,423.08,377374.14,1463,65073596.71,224917.85,316187.5,0.015,0.054,0.047,0.004,0.081,0.051,1.867,0.329,1.022,0.316,295939.82,257694.49,0.032,0.018,0.047,0.021,0.049,0.051,1.42,0.33,1.25,0.32,0.365,0.32,FALSE,35.625759,139.341531 -104,Yamada_et_al_2012__No-6,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x1.6,60,60,1.6,1.6,367.17,206861.74,23.74,37.5,8187.39,0,Constant,0,STKR400,245,427,479.78,3496.02,500,244885.14,2990.72,3255.93,0.011,0.099,0.245,0.01,0.095,0.096,1.108,0.296,1.058,0.357,2740.28,2884.48,0.032,0.06,0.245,0.024,0.07,0.096,1.21,0.3,1.19,0.36,0.749,0.749,FALSE,35.625759,139.341531 -105,Yamada_et_al_2012__No-7,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x1.6,60,60,1.6,1.6,367.17,206861.74,23.74,37.5,8187.39,0,Constant,0,STKR400,245,427,479.78,3496.02,500,272880,1849.71,2224.96,0.019,0.141,0.097,0.012,0.27,0.099,1.784,0.462,1.026,0.71,2371.4,1826.49,0.056,0.064,0.097,0.055,0.127,0.099,1.39,0.46,1.25,0.71,0.203,0.075,FALSE,35.625759,139.341531 -106,Yamada_et_al_2012__No-8,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x3.2,60,60,3.2,3.2,700.67,370377.57,22.99,18.75,15502.34,0,Constant,0,STKR400,245,400,459.77,6200.93,500,397784.27,6501.1,6758.47,0.033,0.626,0.332,0.032,0.142,0.1,1.109,0.548,1.068,0.642,6149.86,6264.45,0.077,0.529,0.332,0.058,0.073,0.1,1.17,0.55,1.15,0.64,2.034,2.111,FALSE,35.625759,139.341531 -107,Yamada_et_al_2012__No-9,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x3.2,60,60,3.2,3.2,700.67,370377.57,22.99,18.75,15502.34,0,Constant,0,STKR400,245,400,459.77,6200.93,500,397026.22,6905.59,6611.5,0.081,0.348,0.25,0.081,NA,0.098,1.124,0.563,1.103,0.914,6506.69,6611.5,0.149,0.195,0.25,0.081,NA,0.098,1.19,0.56,1.1,0.91,1.688,1.892,FALSE,35.625759,139.341531 -108,Yamada_et_al_2012__No-10,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.2,Constant,0,STKR400,245,436,NR,42752.96,500,4345228.48,36801.62,37231.85,0.01,0.016,0.039,0.005,0.025,0.039,1.088,0.209,1.056,0.149,36059.1,33402.24,0.012,0.009,0.039,0.011,0.011,0.039,1.11,0.21,1.17,0.15,0.203,0.267,FALSE,35.625759,139.341531 -109,Yamada_et_al_2012__No-11,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.2,Constant,0,STKR400,245,436,NR,42752.96,300,4183765.84,31212.66,36738.93,0.004,0.025,0.025,0.004,0.02,0.026,1.05,0.18,1.053,0.175,27097.17,31042.37,0.009,0.014,0.025,0.007,0.012,0.026,1.21,0.18,1.25,0.17,0.118,0.108,FALSE,35.625759,139.341531 -110,Yamada_et_al_2012__No-14,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,0,STKR400,245,380,463.41,128756.16,1265,9481164.47,94380.6,90731.11,0.004,0.016,0.025,0.004,0.009,0.024,1.091,0.117,1.162,0.105,89259.64,92182.16,0.01,0.01,0.025,0.006,0.009,0.024,1.15,0.12,1.14,0.11,0.079,2.501,FALSE,35.625759,139.341531 -111,Yamada_et_al_2012__No-15,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.1,Constant,0,STKR400,245,380,463.41,128756.16,1265,9547661.86,97423.18,113952.26,0.011,0.029,0.068,0.009,0.025,0.071,1.189,0.217,1.043,0.158,95323.02,106736.62,0.017,0.019,0.068,0.015,0.016,0.071,1.21,0.22,1.11,0.16,0.341,0.342,FALSE,35.625759,139.341531 -112,Yamada_et_al_2012__No-16,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,STKR400,245,329,444.59,111475.73,1350,11353546.82,59852.83,75318.55,0.014,0.162,0.101,0.015,0.162,0.1,1.966,0.406,1.038,0.522,89012.5,63010.33,0.049,0.086,0.101,0.059,0.073,0.1,1.32,0.41,1.24,0.52,0.534,0.328,FALSE,35.625759,139.341531 -113,Yamada_et_al_2012__No-17,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,STKR400,245,329,444.59,111475.73,1350,8645350.61,77319.6,95465.92,0.013,0.058,0.051,0.004,0.073,0.05,1.544,0.453,1.002,0.516,92485.4,77823.78,0.036,0.008,0.051,0.039,0.005,0.05,1.29,0.45,1.23,0.52,0.744,0.576,FALSE,35.625759,139.341531 -114,Yamada_et_al_2012__No-18,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,STKR400,245,329,444.59,111475.73,1350,9681271.42,95465.92,95465.92,0.023,0.001,0.034,0.016,0.019,0.034,1.208,0.5,1.063,0.557,95465.92,95465.92,0.023,0.001,0.034,0.023,0.003,0.034,1.21,0.5,1.06,0.56,0.521,2.501,FALSE,35.625759,139.341531 -115,Yamada_et_al_2012__No-19,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-150x150x6,150,150,6,6,3363.29,11471033.48,58.4,25,186732,0.3,Constant,0,STKR400,245,456,518.18,85149.79,750,5840094.12,74201.24,72524.82,0.007,0.011,0.026,0.008,NA,0.02,1.075,0.411,1.057,0.922,70729.61,72524.82,0.01,0.007,0.026,0.008,NA,0.02,1.13,0.41,1.06,0.92,0.248,0.219,FALSE,35.625759,139.341531 -116,Yamada_et_al_2012__No-20,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.5,150,150,4.5,4.5,2566.85,8966782.6,59.1,33.33,142944.75,0.1,Constant,0,STKR400,245,440,500,62895.69,750,3704229.88,53853.09,58103.54,0.008,0.016,0.03,0.007,NA,0.023,1.137,0.579,1.082,0.934,51532.2,58266.82,0.013,0.009,0.03,0.007,NA,0.023,1.19,0.58,1.08,0.94,0.196,2.5,FALSE,35.625759,139.341531 -117,Yamada_et_al_2012__No-21,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.5,150,150,4.5,4.5,2566.85,8966782.6,59.1,33.33,142944.75,0.45,Constant,0,STKR400,245,440,500,62895.69,750,4825220.92,32518,24919.96,0.005,0.004,0.014,0.004,0.009,0.014,1.299,0.4,1.752,0.264,34997.2,32595.07,0.006,0,0.014,0.004,0.005,0.014,1.21,0.4,1.34,0.26,1.492,0.047,FALSE,35.625759,139.341531 -118,Yamada_et_al_2012__No-22,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.3,Constant,0,STKR400,245,366,446.34,35888.95,750,2103704.01,26671.8,25509.97,0.006,0,0.019,0.007,0.002,0.021,1.064,0.249,1.062,0.142,26623.02,25346.07,0.006,0,0.019,0.007,0.001,0.021,1.07,0.25,1.07,0.14,0.13,2.501,FALSE,35.625759,139.341531 -119,Yamada_et_al_2012__No-23,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.3,Constant,0,STKR400,245,366,446.34,35888.95,750,2230364.81,22022.37,24744.83,0.017,0.001,0.028,0.004,0.023,0.028,1.325,0.269,1.093,0.218,22026.62,22002.88,0.018,0.001,0.028,0.011,0.012,0.028,1.33,0.27,1.23,0.22,0.15,0.121,FALSE,35.625759,139.341531 -120,Yamada_et_al_2012__No-24,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.3,Constant,0,STKR400,245,411,472.41,29273.7,750,1835056.09,15803.39,17561.28,0.005,NA,0.013,0.004,NA,0.013,1.197,1,1.202,0.844,15803.39,17561.28,0.005,NA,0.013,0.004,NA,0.013,1.2,1,1.2,0.84,0.045,0.04,FALSE,35.625759,139.341531 -121,Yamada_et_al_2012__No-25,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.3,Constant,0,STKR400,245,411,472.41,29273.7,750,1936453.66,12943.9,14577.72,0.009,0.018,0.02,0,0.026,0.02,1.5,0.75,0.921,0.506,13885.09,10741.75,0.012,0.004,0.02,0.007,0.016,0.02,1.4,0.75,1.25,0.51,0.078,0.058,FALSE,35.625759,139.341531 -122,Yamada_et_al_2012__No-26,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,345,442.31,44007.16,750,2630854.68,48403.93,46485.74,0.01,0.002,0.031,0.012,0.002,0.032,1.093,0.199,1.081,0.191,47726.26,46330.68,0.011,0.001,0.031,0.013,0.001,0.032,1.11,0.2,1.08,0.19,0.473,2.501,FALSE,35.625759,139.341531 -123,Yamada_et_al_2012__No-27,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,345,442.31,44007.16,750,2892710.06,53245.3,50683.54,0.021,0.002,0.041,0.021,0.003,0.041,1.053,0.319,1.054,0.205,53065.07,50470.41,0.021,0.001,0.041,0.021,0.002,0.041,1.06,0.32,1.06,0.2,0.414,0.407,FALSE,35.625759,139.341531 -124,Yamada_et_al_2012__No-28,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,345,442.31,44007.16,750,2891236.68,48430.12,51992.55,0.033,0.003,0.051,0.028,0.009,0.051,1.138,0.252,1.054,0.288,48357.75,51379.94,0.033,0.002,0.051,0.032,0.002,0.051,1.14,0.25,1.07,0.29,0.405,0.372,FALSE,35.625759,139.341531 -125,Yamada_et_al_1994__VA20-1,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0.33,Constant,0,SS400,205,272,422,107472.1,900,29028582.28,106081.82,106081.82,0.063,0.158,0.132,0.063,0.158,0.132,1.41,0.587,1.41,0.587,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 -126,Yamada_et_al_1994__VA20-2,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0,Varying,0,SS400,205,272,422,107472.1,900,12025252.27,117805.85,117805.85,0.065,0.046,0.089,0.065,0.046,0.089,1.163,0.69,1.163,0.69,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 -127,Yamada_et_al_1994__VA20-3,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0.5,Varying,0,SS400,205,272,422,107472.1,900,57979730.22,117596.06,117596.06,0.124,0.333,0.16,0.124,0.333,0.16,1.253,0.899,1.253,0.899,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 -128,Yamada_et_al_1994__VA16-1,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.5,Constant,0,SS400,205,272,422,73102.18,750,31312235.06,63246.92,63246.92,0.063,0.145,0.101,0.063,0.145,0.101,1.612,0.755,1.612,0.755,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 -129,Yamada_et_al_1994__VA16-2,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Varying,0,SS400,205,272,422,73102.18,750,12799076.93,72779.99,72779.99,0.049,0.049,0.061,0.049,0.049,0.061,1.331,0.873,1.331,0.873,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 -130,Yamada_et_al_1994__VA16-3,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.7,Varying,0,SS400,205,272,422,73102.18,750,56680058.53,62934,62934,0.078,0.251,0.127,0.078,0.251,0.127,1.709,0.808,1.709,0.808,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.70799717,139.7573303 -131,Fadden_McCormick_2012__HSS-203.2x152.4x9.5,Fadden & McCormick,2012,"Fadden, K., & McCormick, K. (2012). ""Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members"", ASCE, Journal of Structural Engineering, Vol. 138(5), pp. 561-570",https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506,CF,3,Cyclic,Symmetric,Cold,NR,HSS-203.2x152.4x9.5,152.4,203.2,9.5,9.5,6162.99,25547771.53,64.38,16.04,441604.65,0,Constant,0,A500 Gr. B,315,417.8,499.1,184502.42,1537,10284790.74,183756.07,183358.85,0.036,NA,0.054,0.037,NA,0.055,1.102,0.892,1.079,0.95,183756.07,183358.85,0.036,NA,0.054,0.037,NA,0.055,1.1,0.89,1.08,0.95,1.962,2.502,FALSE,42.283,-83.735 -132,Fadden_McCormick_2012__HSS-254x101.6x6.4,Fadden & McCormick,2012,"Fadden, K., & McCormick, K. (2012). ""Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members"", ASCE, Journal of Structural Engineering, Vol. 138(5), pp. 561-570",https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506,CF,3,Cyclic,Symmetric,Cold,NR,HSS-254x101.6x6.4,101.6,254,6.4,6.4,4282.36,20545292.01,69.27,15.87,347167.23,0,Constant,0,A500 Gr. B,315,434,505,150670.58,1537,8975399.7,132885.95,138409.81,0.024,0.067,0.071,0.014,0.07,0.07,1.125,0.518,1.107,0.371,127983.63,131374.65,0.03,0.055,0.071,0.028,0.045,0.07,1.17,0.52,1.17,0.37,0.821,2.501,FALSE,42.283,-83.735 -133,Fadden_McCormick_2012__HSS-304.8x152.4x6.4,Fadden & McCormick,2012,"Fadden, K., & McCormick, K. (2012). ""Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members"", ASCE, Journal of Structural Engineering, Vol. 138(5), pp. 561-570",https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506,CF,3,Cyclic,Symmetric,Cold,NR,HSS-304.8x152.4x6.4,152.4,304.8,6.4,6.4,5582.84,40111629.82,84.76,23.81,563892.22,0,Constant,0,A500 Gr. B,315,422.9,491.1,238470.02,1537,15412596.68,195568.61,205566.91,0.015,0.052,0.073,0.004,0.067,0.068,1.062,0.333,1.019,0.317,187933.29,181219.67,0.02,0.044,0.073,0.021,0.036,0.068,1.1,0.33,1.16,0.32,0.512,4.977,FALSE,42.283,-83.735 -134,Ishida_et_al_2012__C00_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,0,BCR295,295,443,483,218336.09,1734,20024813.05,216472.56,216414.42,0.019,0.055,0.068,0.008,0.056,0.056,1.069,0.381,1.07,0.368,202696.34,198879.09,0.03,0.034,0.068,0.023,0.027,0.056,1.14,0.38,1.16,0.37,0.399,0.363,FALSE,35.625759,139.341531 -135,Ishida_et_al_2012__C00_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,0,BCR295,295,443,483,218336.09,1734,21753797.19,168789.73,174627.59,0.007,0.032,0.034,0.007,0.019,0.028,1.103,0.323,1.051,0.214,157488.61,162457.43,0.017,0.012,0.034,0.012,0.011,0.028,1.18,0.32,1.13,0.21,0.14,0.126,FALSE,35.625759,139.341531 -136,Ishida_et_al_2012__C15_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,15,BCR295,295,375,427,184821.75,1734,18030672.83,180663.73,181674.64,0.018,0.06,0.073,0.017,0.057,0.061,1.098,0.331,1.045,0.418,171666.43,168313.27,0.033,0.032,0.073,0.028,0.037,0.061,1.16,0.33,1.13,0.42,NA,NA,FALSE,35.625759,139.341531 -137,Ishida_et_al_2012__C15_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,15,BCR295,295,375,427,184821.75,1734,17581130.43,132946.21,143563.1,0.016,0.019,0.04,0.007,0.032,0.032,1.083,0.285,1.065,0.452,127658.55,130921.57,0.019,0.014,0.04,0.015,0.017,0.032,1.13,0.28,1.17,0.45,NA,NA,FALSE,35.625759,139.341531 -138,Ishida_et_al_2012__C30_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,30,BCR295,295,375,427,184821.75,1734,17092728.14,175992.57,176159.52,0.017,0.085,0.071,0.018,0.073,0.071,1.11,0.485,1.047,0.432,162978.4,160976.8,0.035,0.052,0.071,0.032,0.047,0.071,1.2,0.48,1.15,0.43,NA,NA,FALSE,35.625759,139.341531 -139,Ishida_et_al_2012__C30_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,30,BCR295,295,375,427,184821.75,1734,18067230.51,147339.9,143832.24,0.015,0.028,0.04,0.007,0.04,0.032,1.056,0.403,1.051,0.583,138946.53,130485.76,0.02,0.019,0.04,0.017,0.017,0.032,1.12,0.4,1.16,0.58,NA,NA,FALSE,35.625759,139.341531 -140,Ishida_et_al_2012__C45_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,45,BCR295,295,443,483,218336.09,1734,18217717.76,201257,201361.27,0.02,0.094,0.078,0.008,0.092,0.067,1.088,0.5,1.067,0.443,188222.53,184017.09,0.034,0.068,0.078,0.028,0.054,0.067,1.16,0.5,1.17,0.44,NA,NA,FALSE,35.625759,139.341531 -141,Ishida_et_al_2012__C45_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,45,BCR295,295,443,483,218336.09,1734,18450186.23,161714.51,165004.16,0.016,0.029,0.043,0.006,0.042,0.034,1.082,0.363,1.065,0.543,152745.17,147138.41,0.02,0.02,0.043,0.016,0.021,0.034,1.15,0.36,1.19,0.54,NA,NA,FALSE,35.625759,139.341531 -142,Kadono_et_al_1994__BX4-8-20,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0.3,Constant,0,SS400,205,348,435,137501.06,700,19788519.8,127015.43,127015.43,0.067,NA,0.074,0.067,NA,0.074,1.146,0.905,1.146,0.905,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -143,Kadono_et_al_1994__BX4-8-30,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-270x270x9,270,270,9,9,9187.41,103159555.9,105.96,30,919998,0.3,Constant,0,SS400,205,348,435,320159.3,1100,47381059.19,246635.42,246635.42,0.011,0.102,0.049,0.011,0.102,0.049,1.128,0.677,1.128,0.677,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -144,Kadono_et_al_1994__BX4-8-40,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-360x360x9,360,360,9,9,12427.41,253062052.6,142.7,40,1663578,0.3,Constant,0,SS400,205,348,435,578925.14,1400,89193363.63,326962.62,326962.62,0.003,0.033,0.019,0.003,0.033,0.019,1.22,0.609,1.22,0.609,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -145,Kadono_et_al_1994__BX5-7-15,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-135x135x9,135,135,9,9,4327.41,11222307.92,50.92,15,214690.5,0.3,Constant,0,SM490,325,388,554.29,83299.91,500,11015055.97,92640.21,92640.21,0.112,0.754,0.18,0.112,0.754,0.18,1.491,0.921,1.491,0.921,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -146,Kadono_et_al_1994__BX5-7-25,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-225x225x9,225,225,9,9,7567.41,58072106.97,87.6,25,630220.5,0.3,Constant,0,SM490,325,388,554.29,244525.55,900,32404200.27,192025.68,192025.68,0.018,0.29,0.054,0.018,0.29,0.054,1.248,0.895,1.248,0.895,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -147,Kadono_et_al_1994__BX5-7-35,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-315x315x9,315,315,9,9,10807.41,167062704.4,124.33,35,1264450.5,0.3,Constant,0,SM490,325,388,554.29,490606.79,1400,63228239.17,350418.91,350418.91,0.006,0.104,0.022,0.006,0.104,0.022,1.054,0.899,1.054,0.899,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -148,Kadono_et_al_1994__BX5-8-15,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-135x135x9,135,135,9,9,4327.41,11222307.92,50.92,15,214690.5,0.3,Constant,0,SM490,325,419,523.75,89955.32,500,12231025.39,93602.35,93602.35,0.084,0.746,0.144,0.084,0.746,0.144,1.313,0.93,1.313,0.93,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -149,Kadono_et_al_1994__BX5-8-25,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-225x225x9,225,225,9,9,7567.41,58072106.97,87.6,25,630220.5,0.3,Constant,0,SM490,325,419,523.75,264062.39,900,33360467.53,203366.34,203366.34,0.015,0.186,0.048,0.015,0.186,0.048,1.17,0.854,1.17,0.854,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -150,Kadono_et_al_1994__BX5-8-35,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-315x315x9,315,315,9,9,10807.41,167062704.4,124.33,35,1264450.5,0.3,Constant,0,SM490,325,419,523.75,529804.76,1400,63360004.47,339147.51,339147.51,0.003,0.043,0.021,0.003,0.043,0.021,1.092,0.714,1.092,0.714,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -151,Kadono_et_al_1994__BX5-9-15,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-135x135x9,135,135,9,9,4327.41,11222307.92,50.92,15,214690.5,0.3,Constant,0,SM490,325,497,552.22,106701.18,500,13949192.13,103399.54,103399.54,0.111,0.002,0.119,0.111,0.002,0.119,1.196,0.858,1.196,0.858,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -152,Kadono_et_al_1994__BX5-9-25,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-225x225x9,225,225,9,9,7567.41,58072106.97,87.6,25,630220.5,0.3,Constant,0,SM490,325,497,552.22,313219.59,900,34920908.76,210526.49,210526.49,0.008,0.137,0.054,0.008,0.137,0.054,1.207,0.71,1.207,0.71,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -153,Kadono_et_al_1994__BX5-9-35,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-315x315x9,315,315,9,9,10807.41,167062704.4,124.33,35,1264450.5,0.3,Constant,0,SM490,325,497,552.22,628431.9,1400,63691542.94,372163.34,372163.34,0.003,0.055,0.028,0.003,0.055,0.028,1.074,0.638,1.074,0.638,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -154,Kadono_et_al_1994__BX6-8-14,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-126x126x9,126,126,9,9,4003.41,8944677.93,47.27,14,185166,0.3,Constant,0,SM570,460,466,582.5,86287.36,500,10031828.17,93592.73,93592.73,0.083,0.828,0.144,0.083,0.828,0.144,1.299,0.938,1.299,0.938,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -155,Kadono_et_al_1994__BX6-8-22,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-198x198x9,198,198,9,9,6595.41,38686485.42,76.59,22,482598,0.3,Constant,0,SM570,460,466,582.5,224890.67,800,23425788.2,195171.98,195171.98,0.021,0.185,0.062,0.021,0.185,0.062,1.184,0.822,1.184,0.822,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -156,Kadono_et_al_1994__BX6-8-30,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-270x270x9,270,270,9,9,9187.41,103159555.9,105.96,30,919998,0.3,Constant,0,SM570,460,466,582.5,428719.07,1200,43786743.54,330743.36,330743.36,0.008,0.1,0.043,0.008,0.1,0.043,1.069,0.729,1.069,0.729,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -157,Kadono_et_al_1994__BX6-9-14,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-126x126x9,126,126,9,9,4003.41,8944677.93,47.27,14,185166,0.3,Constant,0,SM570,460,581,645.56,107581.45,500,10135227.81,99125.45,99125.45,0.074,0.454,0.12,0.074,0.454,0.12,1.275,0.921,1.275,0.921,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -158,Kadono_et_al_1994__BX6-9-22,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-198x198x9,198,198,9,9,6595.41,38686485.42,76.59,22,482598,0.3,Constant,0,SM570,460,581,645.56,280389.44,800,25296080,198955.24,198955.24,0.012,0.163,0.049,0.012,0.163,0.049,1.193,0.818,1.193,0.818,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -159,Kadono_et_al_1994__BX6-9-30,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-270x270x9,270,270,9,9,9187.41,103159555.9,105.96,30,919998,0.3,Constant,0,SM570,460,581,645.56,534518.84,1200,46940146.23,364405.45,364405.45,0.004,0.071,0.04,0.004,0.071,0.04,1.088,0.634,1.088,0.634,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR -160,Katayama_et_al_2002__P19-32-1,Katayama,2002,"Katayama T. (2002). ""Structural Performance of 590N/mm2 Cold Press-formed Rectangular Column - Part2. Bending Test""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x19,600,600,19,19,43226.34,2406426358,235.95,31.58,9623918,0,Constant,0,SA440,440,500,633,4811959,4000,262651819.2,4570616.22,5409968.34,0.053,NA,0.07,0.008,0.195,0.09,1.161,0.827,1.036,0.686,4570616.22,4680738.34,0.053,NA,0.07,0.05,0.071,0.09,1.16,0.83,1.2,0.69,5,0.485,FALSE,NR,NR -161,Katayama_et_al_2002__P25-24-1,Katayama,2002,"Katayama T. (2002). ""Structural Performance of 590N/mm2 Cold Press-formed Rectangular Column - Part2. Bending Test""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x25,600,600,25,25,55890.49,3037826333,233.14,24,12406250,0,Constant,0,SA440,440,489,629,6066656.25,4000,546645808.9,6976654.69,7449704.1,0.02,NA,0.033,0.027,0.173,0.097,1.099,0.901,1.061,0.672,6976654.69,6898171.53,0.02,NA,0.033,0.049,0.108,0.097,1.1,0.9,1.15,0.67,0.626,0.699,FALSE,NR,NR -162,Katayama_et_al_2002__P40-15-1,Katayama,2002,"Katayama T. (2002). ""Structural Performance of 590N/mm2 Cold Press-formed Rectangular Column - Part2. Bending Test""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x40,600,600,40,40,85479.64,4378769741,226.33,15,18848000,0,Constant,0,SA440,440,510,649,9612480,4000,526461682.6,11361973.44,11054352,0.087,NA,0.108,0.04,NA,0.061,1.087,0.993,1.063,0.89,11361973.44,11054352,0.087,NA,0.108,0.04,NA,0.061,1.09,0.99,1.06,0.89,3.129,3.054,FALSE,NR,NR -163,Kurata_et_al_2005__S-3301,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.1,Constant,0,STKR400,245,380,NR,128756.16,1265,10998282.38,98560.36,110366.31,0.01,0.027,0.061,0.009,0.021,0.064,1.183,0.184,1.046,0.164,96075.67,104416.6,0.015,0.017,0.061,0.014,0.014,0.064,1.21,0.18,1.11,0.16,0.346,0.347,FALSE,35.026212,135.780842 -164,Kurata_et_al_2005__S-3303,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,0,STKR400,245,380,NR,128756.16,1265,10427160.49,93802.03,89353.89,0.005,0.013,0.024,0.004,0.01,0.022,1.092,0.122,1.131,0.097,92506.33,88659.74,0.005,0.012,0.024,0.004,0.01,0.022,1.11,0.12,1.14,0.1,NA,NA,FALSE,35.026212,135.780842 -165,Kurata_et_al_2005__S-2201,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.1,Constant,0,STKR400,245,404,NR,199114.63,1265,14530991.26,168626.78,171340.36,0.028,0.045,0.062,0.02,0.047,0.056,1.146,0.471,1.11,0.39,161241.87,161108.67,0.038,0.027,0.062,0.027,0.034,0.056,1.2,0.47,1.18,0.39,0.993,0.895,FALSE,35.026212,135.780842 -166,Kurata_et_al_2005__S-2203,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.3,Constant,0,STKR400,245,404,NR,199114.63,1265,12049004.39,166498.34,163970.25,0.006,0.02,0.065,0.004,0.021,0.044,1.089,0.075,1.104,0.078,151791.69,149680.54,0.013,0.007,0.065,0.01,0.012,0.044,1.19,0.07,1.21,0.08,0.184,2.501,FALSE,35.026212,135.780842 -167,Kurata_et_al_2005__S-1701,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.1,Constant,0,STKR400,245,425,NR,270748.8,1265,15356535.45,247315.77,241189.18,0.075,0.008,0.093,0.082,0.013,0.101,1.087,0.789,1.107,0.732,246070.3,239931.13,0.077,0.001,0.093,0.084,0.007,0.101,1.09,0.79,1.11,0.73,5,4.007,FALSE,35.026212,135.780842 -168,Kurata_et_al_2005__S-1703,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,0,STKR400,245,425,NR,270748.8,1265,18177709.39,249833.13,244051.01,0.024,0.065,0.086,0.02,0.052,0.097,1.029,0.254,1.033,0.18,233082.98,227626.6,0.037,0.041,0.086,0.031,0.031,0.097,1.1,0.25,1.11,0.18,0.925,0.85,FALSE,35.026212,135.780842 -169,Kuwada_et_al_2013__P17-IC0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,0,SN490B,295,355,539,226154.88,1120,29003754.93,327926.94,324464.78,0.036,0.044,0.059,0.024,0.071,0.06,1.063,0.735,1.065,0.658,314418.85,305482.24,0.046,0.007,0.059,0.043,0.017,0.06,1.11,0.74,1.13,0.66,1.623,0.802,FALSE,35.026212,135.780842 -170,Kuwada_et_al_2013__P17-IC45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,45,SN490B,295,355,539,226154.88,1120,31904114.21,312224.45,302012.01,0.036,0.039,0.058,0.025,0.061,0.058,1.084,0.689,1.097,0.608,310227.54,290076.8,0.037,0.035,0.058,0.036,0.034,0.058,1.09,0.69,1.14,0.61,NA,NA,FALSE,35.026212,135.780842 -171,Kuwada_et_al_2013__P17-IV0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Varying,0,SN490B,295,355,539,226154.88,1120,35226278.08,204118.21,308591.93,0.044,NA,0.05,0.031,0.019,0.05,1.231,0.862,1.069,0.478,204118.21,302781.54,0.044,NA,0.05,0.035,0.012,0.05,1.23,0.86,1.09,0.48,NA,NA,FALSE,35.026212,135.780842 -172,Kuwada_et_al_2013__P17-IV45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Varying,45,SN490B,295,355,539,226154.88,1120,29019990.64,211146.38,278373.86,0.043,NA,0.05,0.02,0.035,0.05,1.197,0.922,1.071,0.415,211146.38,266418.98,0.043,NA,0.05,0.028,0.021,0.05,1.2,0.92,1.12,0.42,NA,NA,FALSE,35.026212,135.780842 -173,Kuwada_et_al_2013__P33-IC0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,0,SM490A,275,398,550,134855.14,1120,21216551.56,116827.07,117780.57,0.003,0.028,0.02,0.004,0.018,0.02,1.081,0.618,1.063,0.185,104104.51,106161.19,0.01,0.012,0.02,0.008,0.012,0.02,1.21,0.62,1.18,0.19,0.101,0.081,FALSE,35.026212,135.780842 -174,Kuwada_et_al_2013__P33-IC45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,45,SM490A,275,398,550,134855.14,1120,20727731.91,120248.43,116870.34,0.004,0.021,0.02,0.004,0.021,0.02,1.071,0.523,1.045,0.299,106166.3,103721.77,0.013,0.003,0.02,0.01,0.01,0.02,1.21,0.52,1.18,0.3,NA,NA,FALSE,35.026212,135.780842 -175,Kuwada_et_al_2013__P33-IV0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Varying,0,SM490A,275,398,550,134855.14,1120,14585000,30327.57,138668,0.028,0.001,0.031,0.02,NA,0.03,1.326,0.412,1.088,0.961,32098.23,138668,0.023,0.011,0.031,0.02,NA,0.03,1.25,0.41,1.09,0.96,NA,NA,FALSE,35.026212,135.780842 -176,Kuwada_et_al_2013__P33-IV45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Varying,45,SM490A,275,398,550,134855.14,1120,13322000,36782.39,125786.81,0.017,0.001,0.02,0.01,0.003,0.02,1.064,0.612,1.12,0.755,36189.95,114138.47,0.017,0,0.02,0.012,0,0.02,1.08,0.61,1.23,0.76,NA,NA,FALSE,35.026212,135.780842 -177,Kuwada_et_al_2015__DT16-LD24-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,0,SN490B,295,363,528,231251.33,485,25254472.51,290587.6,300778.27,0.027,0.016,0.049,0.022,0.039,0.046,1.074,0.2,1.085,0.715,287122.61,297434.33,0.033,0.004,0.049,0.032,0.007,0.046,1.09,0.2,1.1,0.72,2.094,0.878,FALSE,35.026212,135.780842 -178,Kuwada_et_al_2015__DT16-LD24-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,45,SN490B,295,363,528,231251.33,485,31642992.18,264266.38,280132.89,0.019,0.019,0.036,0.02,0.018,0.037,1.121,0.56,1.115,0.539,259831.17,272371.37,0.025,0.007,0.036,0.024,0.01,0.037,1.14,0.56,1.15,0.54,NA,NA,FALSE,35.026212,135.780842 -179,Kuwada_et_al_2015__DT16-LD37-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,0,SN490B,295,363,528,231251.33,735,23034875.1,284774.32,294084.15,0.05,0.002,0.063,0.045,0.008,0.065,1.1,0.741,1.104,0.224,284389.97,292573.47,0.05,0.001,0.063,0.046,0.005,0.065,1.1,0.74,1.11,0.22,3.467,2.708,FALSE,35.026212,135.780842 -180,Kuwada_et_al_2015__DT16-LD37-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,45,SN490B,295,363,528,231251.33,735,26130420.61,254343.44,268587.15,0.034,0.004,0.048,0.033,0.007,0.049,1.152,0.303,1.15,0.373,260827.94,268397.67,0.032,0.008,0.048,0.033,0.007,0.049,1.12,0.3,1.15,0.37,NA,NA,FALSE,35.026212,135.780842 -181,Kuwada_et_al_2015__DT16-LD49-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,0,SN490B,295,363,528,231251.33,985,20270528.22,283796.68,289022.19,0.055,0.009,0.078,0.05,0.019,0.072,1.088,0.053,1.104,0.59,282405.11,286273.54,0.057,0.006,0.078,0.057,0.001,0.072,1.09,0.05,1.11,0.59,4.975,1.651,FALSE,35.026212,135.780842 -182,Kuwada_et_al_2015__DT16-LD49-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,45,SN490B,295,363,528,231251.33,985,20334044.12,264969.56,268162.75,0.035,0.015,0.056,0.037,0.013,0.057,1.117,0.424,1.116,0.254,262277.21,266031.15,0.042,0.001,0.056,0.04,0.007,0.057,1.13,0.42,1.12,0.25,NA,NA,FALSE,35.026212,135.780842 -183,Kuwada_et_al_2015__DT16-LD24-A0-ny03,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,0,SN490B,295,363,528,231251.33,485,32107832.23,297299.19,315928.14,0.029,0.03,0.053,0.02,0.045,0.054,1.079,0.502,1.043,0.446,289333.9,301980.37,0.033,0.023,0.053,0.033,0.02,0.054,1.11,0.5,1.09,0.45,1.358,1.214,FALSE,35.026212,135.780842 -184,Kuwada_et_al_2015__DT16-LD24-A45-ny03,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,45,SN490B,295,363,528,231251.33,485,30986782.3,291456.23,298752.85,0.023,0.032,0.048,0.023,0.026,0.049,1.05,0.522,1.068,0.456,283059.44,291856.42,0.029,0.02,0.048,0.027,0.019,0.049,1.08,0.52,1.09,0.46,NA,NA,FALSE,35.026212,135.780842 -185,Kuwada_et_al_2015__DT22-LD24-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,0,SN490B,295,365,536,179893.17,485,25108650.46,228206.22,236237.59,0.029,0.025,0.053,0.035,0.014,0.053,1.057,0.28,1.062,0.21,219006.7,230806.34,0.039,0.006,0.053,0.04,0.005,0.053,1.1,0.28,1.09,0.21,2.541,1.226,FALSE,35.026212,135.780842 -186,Kuwada_et_al_2015__DT22-LD24-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,45,SN490B,295,365,536,179893.17,485,27371909.86,223780.92,225912.39,0.024,0.015,0.04,0.021,0.015,0.037,1.099,0.452,1.111,0.462,220568.51,223020.23,0.027,0.009,0.04,0.026,0.005,0.037,1.12,0.45,1.12,0.46,NA,NA,FALSE,35.026212,135.780842 -187,Kuwada_et_al_2015__DT22-LD37-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,0,SN490B,295,365,536,179893.17,735,21632998.72,213449.69,226484.52,0.051,NA,0.061,0.039,0.026,0.063,1.122,0.882,1.078,0.278,213449.69,219674.55,0.051,NA,0.061,0.049,0.007,0.063,1.12,0.88,1.11,0.28,3.449,3.423,FALSE,35.026212,135.780842 -188,Kuwada_et_al_2015__DT22-LD37-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,45,SN490B,295,365,536,179893.17,735,21370192.1,212137.78,221643.68,0.028,0.021,0.049,0.028,0.023,0.049,1.119,0.293,1.093,0.535,208811.9,215452.59,0.034,0.01,0.049,0.035,0.01,0.049,1.14,0.29,1.12,0.54,NA,NA,FALSE,35.026212,135.780842 -189,Kuwada_et_al_2015__DT22-LD49-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,45,SN490B,295,365,536,179893.17,985,18026002.15,204308.39,207815.45,0.029,0.069,0.076,0.031,0.067,0.077,1.117,0.439,1.12,0.413,195896.89,201807.1,0.047,0.035,0.076,0.045,0.039,0.077,1.16,0.44,1.15,0.41,NA,NA,FALSE,35.026212,135.780842 -190,Kuwada_et_al_2015__DT33-LD24-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,SN490B,295,373,528,126384.34,485,19576091.86,139446.2,144061.55,0.012,0.056,0.053,0.008,0.07,0.055,1.078,0.484,1.044,0.451,128966.94,130144.67,0.023,0.035,0.053,0.023,0.042,0.055,1.17,0.48,1.16,0.45,1.201,1.335,FALSE,35.026212,135.780842 -191,Kuwada_et_al_2015__DT33-LD24-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,45,SN490B,295,373,528,126384.34,485,21635198.3,140484.88,142709.38,0.01,0.058,0.046,0.01,0.058,0.048,1.1,0.387,1.086,0.456,131641.68,135213.17,0.02,0.039,0.046,0.02,0.04,0.048,1.17,0.39,1.15,0.46,NA,NA,FALSE,35.026212,135.780842 -192,Kuwada_et_al_2015__DT33-LD37-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,45,SN490B,295,373,528,126384.34,735,16517157.63,124792.51,131567.51,0.009,0.066,0.05,0.009,0.067,0.051,1.098,0.474,1.042,0.504,114948.76,116604.99,0.022,0.042,0.05,0.021,0.046,0.051,1.19,0.47,1.18,0.5,NA,NA,FALSE,35.026212,135.780842 +test_id,id,investigator,date,reference,url,test_configuration,stiffness_coefficient,test_type,loading_protocol,forming_process,seams,tube_section,width__mm,depth__mm,flange_thickness__mm,web_thickness__mm,area__mm2,moment_of_inertia__mm4,radius__mm,depth_over_t,plastic_section_modulus__mm3,axial_load_ratio,axial_load_sequence,loading_angle,steel_type,fy_nominal__n_mm2,fy_measured__n_mm2,f_ultimate__n_mm2,mp_measured__knmm,length__mm,ke_measured__knmm_rad,my_pos_100fit__knmm,my_neg_100fit__knmm,theta_p_pos_100fit__rad,theta_pc_pos_100fit__rad,theta_u_pos_100fit__rad,theta_p_neg_100fit__rad,theta_pc_neg_100fit__rad,theta_u_neg_100fit__rad,mc_my_pos_100fit,mu_mc_pos_100fit,mc_my_neg_100fit,mu_mc_neg_100fit,my_pos_80fit__knmm,my_neg_80fit__knmm,theta_p_pos_80fit__rad,theta_pc_pos_80fit__rad,theta_u_pos_80fit__rad,theta_p_neg_80fit__rad,theta_pc_neg_80fit__rad,theta_u_neg_80fit__rad,mc_my_pos_80fit,mu_mc_pos_80fit,mc_my_neg_80fit,mu_mc_neg_80fit,lambda_s,lambda_c,flexural_buckling,latitude,longitude +1,Kawaguchi_Morino_2001__Morino-22S0510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.05,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,949072.32,24132.68,-24132.68,0.06,0.6,NA,0.04,0.6,NA,1.03,NA,1.03,NA,24132.68,-24132.68,0.06,0.6,NA,0.04,0.6,NA,1.03,NA,1.03,NA,1.319,2.501,FALSE,34.746329,136.522679 +2,Kawaguchi_Morino_2001__Morino-22S1510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.15,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,982967.76,22596.96,-20337.26,0.03,0.18,NA,0.01,0.18,NA,1,NA,1,NA,22596.96,-20337.26,0.03,0.18,NA,0.01,0.18,NA,1,NA,1,NA,0.7,0.624,FALSE,34.746329,136.522679 +3,Kawaguchi_Morino_2001__Morino-22S1513,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.15,Constant,0,STKR400,235,332.2,402.8,20465.93,1043,790893.6,17399.66,-19716.95,0.04,0.17,NA,0.01,0.17,NA,1,NA,1.02,NA,17399.66,-19716.95,0.04,0.17,NA,0.01,0.17,NA,1,NA,1.02,NA,0.502,0.423,FALSE,34.746329,136.522679 +4,Kawaguchi_Morino_2001__Morino-22C2510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.27,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,1016863.2,21467.11,-22596.96,0.01,0.15,NA,0.01,0.15,NA,1,NA,1,NA,21467.11,-22596.96,0.01,0.15,NA,0.01,0.15,NA,1,NA,1,NA,1.587,1.191,FALSE,34.746329,136.522679 +5,Kawaguchi_Morino_2001__Morino-22C2512,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.27,Constant,0,STKR400,235,332.2,402.8,20465.93,1048,790893.6,20902.19,-22596.96,0.005,0.14,NA,0.005,0.14,NA,1,NA,1,NA,20902.19,-22596.96,0.005,0.14,NA,0.005,0.14,NA,1,NA,1,NA,2.033,1.398,FALSE,34.746329,136.522679 +6,Kawaguchi_Morino_2001__Morino-22C2508,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.25,Constant,0,STKR400,235,332.2,402.8,20465.93,1047,1321922.16,17216.73,-21843.73,0.025,0.1,NA,0.01,0.1,NA,1.05,NA,1.05,NA,17216.73,-21843.73,0.025,0.1,NA,0.01,0.1,NA,1.05,NA,1.05,NA,1.155,0.945,FALSE,34.746329,136.522679 +7,Kawaguchi_Morino_2001__Morino-31S0510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.05,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,734401.2,16673.49,-16673.49,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,16673.49,-16673.49,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,0.369,0.371,FALSE,34.746329,136.522679 +8,Kawaguchi_Morino_2001__Morino-31S1510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.15,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,734401.2,14808.69,-14808.69,0.005,0.09,NA,0.005,0.09,NA,1.03,NA,1.03,NA,14808.69,-14808.69,0.005,0.09,NA,0.005,0.09,NA,1.03,NA,1.03,NA,0.198,0.191,FALSE,34.746329,136.522679 +9,Kawaguchi_Morino_2001__Morino-31C2510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.15,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,937773.84,19017.24,-20135.9,0.005,0.15,NA,0.005,0.15,NA,1.01,NA,1.01,NA,19017.24,-20135.9,0.005,0.15,NA,0.005,0.15,NA,1.01,NA,1.01,NA,1.375,1.075,FALSE,34.746329,136.522679 +10,Kawaguchi_Morino_2001__Morino-31C2512,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.25,Constant,0,STKR400,235,398.9,433.2,17947.92,1048,869982.96,18307.72,-15692.33,0.015,0.15,NA,0.015,0.15,NA,1.08,NA,1.08,NA,18307.72,-15692.33,0.015,0.15,NA,0.015,0.15,NA,1.08,NA,1.08,NA,1.146,1.089,FALSE,34.746329,136.522679 +11,Kawaguchi_Morino_2001__Morino-31C2508,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.26,Constant,0,STKR400,235,398.9,433.2,17947.92,1049,1231534.32,15723.72,-14782.18,0.01,0.15,NA,0.01,0.15,NA,1.2,NA,1.2,NA,15723.72,-14782.18,0.01,0.15,NA,0.01,0.15,NA,1.2,NA,1.2,NA,0.683,2.504,FALSE,34.746329,136.522679 +12,Kawaguchi_Morino_2001__Morino-43S0510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.05,Constant,0,STKR400,235,384.2,456.7,12654.52,1044,604468.68,10760.46,-9684.41,0.01,0.15,NA,0.01,0.15,NA,1.05,NA,1.05,NA,10760.46,-9684.41,0.01,0.15,NA,0.01,0.15,NA,1.05,NA,1.05,NA,0.245,0.253,FALSE,34.746329,136.522679 +13,Kawaguchi_Morino_2001__Morino-43S1510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.15,Constant,0,STKR400,235,384.2,456.7,12654.52,1043,564924,8608.37,-9684.41,0.01,0.08,NA,0.01,0.08,NA,1.05,NA,1.05,NA,8608.37,-9684.41,0.01,0.08,NA,0.01,0.08,NA,1.05,NA,1.05,NA,0.131,0.131,FALSE,34.746329,136.522679 +14,Kawaguchi_Morino_2001__Morino-43C2510,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.27,Constant,0,STKR400,235,384.2,456.7,12654.52,1043,564924,9655.06,-11606.62,0.015,0.08,NA,0.01,0.08,NA,1.1,NA,1.1,NA,9655.06,-11606.62,0.015,0.08,NA,0.01,0.08,NA,1.1,NA,1.1,NA,0.125,0.125,FALSE,34.746329,136.522679 +15,Kawaguchi_Morino_2001__Morino-43C2512,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.25,Constant,0,STKR400,235,384.2,456.7,12654.52,1048,508431.6,10784.91,-10784.91,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,10784.91,-10784.91,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,0.05,0.05,FALSE,34.746329,136.522679 +16,Kawaguchi_Morino_2001__Morino-43C2508,Kawaguchi & Morino,2001,"Kawaguchi, J., and Morino, S. (2001). ""Experimental Study on Post - Local Buckling Behavior of Beams-Columns Under Cyclic Loading"", Journal of Structural Construction Engineering., AIJ, No. 540. pp. 141-148",https://www.jstage.jst.go.jp/article/aijs/66/540/66_KJ00004101474/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x2.3,100,100,2.3,2.3,885.22,1397534.64,39.73,43.48,32937.33,0.2,Constant,0,STKR400,235,384.2,456.7,12654.52,1048,937773.84,9244.21,-7189.94,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,9244.21,-7189.94,0.005,0.08,NA,0.005,0.08,NA,1.1,NA,1.1,NA,NA,NA,FALSE,34.746329,136.522679 +17,Tsuda_Matsui_1998__Matsui-253C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.3,Constant,0,NR,NR,456.01,516.81,82538.68,1000,4180437.61,68677.04,-64246.26,0.018,0.09,NA,0.018,0.09,NA,1.02,NA,1.02,NA,68677.04,-64246.26,0.018,0.09,NA,0.018,0.09,NA,1.02,NA,1.02,NA,NA,NA,FALSE,34.746329,136.522679 +18,Tsuda_Matsui_1998__Matsui-331C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.1,Constant,0,NR,NR,440.32,502.1,60175.51,1000,3389544.01,54846.99,-54846.99,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,54846.99,-54846.99,0.01,0.1,NA,0.01,0.1,NA,1.03,NA,1.03,NA,NA,NA,FALSE,34.746329,136.522679 +19,Tsuda_Matsui_1998__Matsui-333C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.3,Constant,0,NR,NR,440.32,502.1,60175.51,1000,3389544.01,43877.59,-43877.59,0.013,0.035,NA,0.013,0.035,NA,1.03,NA,1.03,NA,43877.59,-43877.59,0.013,0.035,NA,0.013,0.035,NA,1.03,NA,1.03,NA,NA,NA,FALSE,34.746329,136.522679 +20,Tsuda_Matsui_1998__Matsui-335C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.45,Constant,0,NR,NR,440.32,502.1,60175.51,1000,3389544.01,35102.07,-35102.07,0.01,0.025,NA,0.01,0.025,NA,1.03,NA,1.03,NA,35102.07,-35102.07,0.01,0.025,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,FALSE,34.746329,136.522679 +21,Tsuda_Matsui_1998__Matsui-471C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,464.84,33735.79,1000,2350083.85,23673.01,-23673.01,0.01,0.12,NA,0.01,0.12,NA,1.05,NA,1.05,NA,23673.01,-23673.01,0.01,0.12,NA,0.01,0.12,NA,1.05,NA,1.05,NA,NA,NA,FALSE,34.746329,136.522679 +22,Tsuda_Matsui_1998__Matsui-473C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,1000,2259696.01,20641.45,-20641.45,0.008,0.025,NA,0.008,0.025,NA,1.04,NA,1.04,NA,20641.45,-20641.45,0.008,0.025,NA,0.008,0.025,NA,1.04,NA,1.04,NA,NA,NA,FALSE,34.746329,136.522679 +23,Tsuda_Matsui_1998__Matsui-476C,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,464.84,33735.79,1000,372849.84,5084.32,-4519.39,0,0.3,NA,0,0.3,NA,1,NA,1,NA,5084.32,-4519.39,0,0.3,NA,0,0.3,NA,1,NA,1,NA,NA,NA,FALSE,34.746329,136.522679 +24,Sugiyama_Igarashi_1986__Igarashi-22,Shigenori & Igarashi,1986,"Shigenori, S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force""",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,1000,1163743.44,13727.13,-13727.13,0.035,0.45,NA,0.035,0.45,NA,1.07,NA,1.07,NA,13727.13,-13727.13,0.035,0.45,NA,0.035,0.45,NA,1.07,NA,1.07,NA,NA,NA,FALSE,NR,NR +25,Sugiyama_Igarashi_1986__Igarashi-23,Shigenori & Igarashi,1986,"Shigenori, S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force""",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,1000,1751264.41,20062.72,-20062.72,0.045,0.45,NA,0.045,0.45,NA,1.07,NA,1.07,NA,20062.72,-20062.72,0.045,0.45,NA,0.045,0.45,NA,1.07,NA,1.07,NA,NA,NA,FALSE,NR,NR +26,Yamanaka_Yamada_1984__Yamada-1,Yamanaka & Yamada,1986,"Yamanaka, K., Yamada, S. (1984). ""Elasto-Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending under Constant Axial Load"", AIJ, Oct, 1984.",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.33,Constant,0,NR,NR,365.79,NR,35868.17,600,3389544.01,52061.62,-52061.62,0.01,0.1,NA,0.01,0.1,NA,1.02,NA,1.02,NA,52061.62,-52061.62,0.01,0.1,NA,0.01,0.1,NA,1.02,NA,1.02,NA,NA,NA,FALSE,NR,NR +27,Yamanaka_Yamada_1984__Yamada-2,Yamanaka & Yamada,1986,"Yamanaka, K., Yamada, S. (1984). ""Elasto-Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending under Constant Axial Load"", AIJ, Oct, 1984.",Not available,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.33,Constant,0,NR,NR,365.79,NR,35868.17,600,3389544.01,48887.65,-48887.65,0.017,0.08,NA,0.017,0.08,NA,1.04,NA,1.04,NA,48887.65,-48887.65,0.017,0.08,NA,0.017,0.08,NA,1.04,NA,1.04,NA,NA,NA,FALSE,NR,NR +28,Tsuda_Matsui_1998__Matsui-221,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.45,4.45,1649.79,2474048.49,38.72,22.47,60985.49,0.1,Constant,0,NR,NR,385.4,421.69,23503.89,750,1016863.2,23693.9,-20062.72,0.04,0.2,NA,0.03,0.45,NA,1.03,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +29,Tsuda_Matsui_1998__Matsui-223,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.45,4.45,1649.79,2474048.49,38.72,22.47,60985.49,0.3,Constant,0,NR,NR,385.4,421.69,23503.89,750,1016863.2,19196.45,-20062.72,0.03,0.08,NA,0.03,0.45,NA,1.03,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +30,Tsuda_Matsui_1998__Matsui-225,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.45,4.45,1649.79,2474048.49,38.72,22.47,60985.49,0.5,Constant,0,NR,NR,385.4,421.69,23503.89,750,903878.4,13181.56,-20062.72,0.017,0.1,NA,0.03,0.45,NA,1.02,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +31,Tsuda_Matsui_1998__Matsui-251-1,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.1,Constant,0,NR,NR,456.01,516.81,82538.68,750,4010960.41,80380.61,-20062.72,0.028,0.15,NA,0.03,0.45,NA,1.05,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +32,Tsuda_Matsui_1998__Matsui-251-2,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.1,Constant,0,NR,NR,456.01,516.81,82538.68,750,3897975.61,77475.29,-20062.72,0.018,0.05,NA,0.03,0.45,NA,1.05,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +33,Tsuda_Matsui_1998__Matsui-253,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x5.8,150,150,5.8,5.8,3258.81,11150224.47,58.49,25.86,181002.22,0.3,Constant,0,NR,NR,456.01,516.81,82538.68,750,3728498.41,70892.42,-20062.72,0.018,0.09,NA,0.03,0.45,NA,1.02,NA,1.07,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +34,Tsuda_Matsui_1998__Matsui-311,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x3,100,100,3.09,3.09,1173.22,1817596.28,39.36,32.36,43544.58,0.1,Constant,0,NR,NR,419.72,473.66,18276.73,750,903878.4,17833.88,-64246.26,0.013,0.15,NA,0.018,0.09,NA,1.02,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +35,Tsuda_Matsui_1998__Matsui-313,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-100x100x3,100,100,3.09,3.09,1173.22,1817596.28,39.36,32.36,43544.58,0.3,Constant,0,NR,NR,419.72,473.66,18276.73,750,903878.4,14040.83,-64246.26,0.015,0.05,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +36,Tsuda_Matsui_1998__Matsui-331,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.1,Constant,0,NR,NR,440.32,473.66,60175.51,750,2711635.21,57479.65,-64246.26,0.01,0.1,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +37,Tsuda_Matsui_1998__Matsui-333,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.3,Constant,0,NR,NR,440.32,502.1,60175.51,750,3084485.05,45193.92,-64246.26,0.013,0.035,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +38,Tsuda_Matsui_1998__Matsui-335,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x4.3,150,150,4.29,4.29,2452.99,8597760.45,59.2,34.97,136663.56,0.45,Constant,0,NR,NR,440.32,502.1,60175.51,750,3389544.01,38392.89,-64246.26,0.01,0.025,NA,0.018,0.09,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +39,Tsuda_Matsui_1998__Matsui-471,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,502.1,33735.79,750,2350083.85,28301.05,-35102.07,0.01,0.12,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +40,Tsuda_Matsui_1998__Matsui-473,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,750,2259696.01,19989.62,-35102.07,0.013,0.025,NA,0.01,0.025,NA,1.04,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +41,Tsuda_Matsui_1998__Matsui-473D,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,750,2429173.21,25179.47,-35102.07,0.006,0.025,NA,0.01,0.025,NA,1.05,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +42,Tsuda_Matsui_1998__Matsui-475,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.5,Constant,0,NR,NR,324.6,464.84,33735.79,750,2824620.01,21170.94,-35102.07,0.008,0.03,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +43,Tsuda_Matsui_1998__Matsui-476,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.6,Constant,0,NR,NR,324.6,464.84,33735.79,750,2259696.01,8640.01,-35102.07,0.004,0.013,NA,0.01,0.025,NA,1.02,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +44,Tsuda_Matsui_1998__Matsui-471A,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.1,Constant,0,NR,NR,324.6,464.84,33735.79,750,2824620.01,31482.17,-35102.07,0.008,0.04,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +45,Tsuda_Matsui_1998__Matsui-473A,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.3,Constant,0,NR,NR,324.6,464.84,33735.79,750,3016694.17,25449,-35102.07,0.006,0.03,NA,0.01,0.025,NA,1.03,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +46,Tsuda_Matsui_1998__Matsui-475A,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,151,151,3.17,3.17,1848.61,6686308.86,60.14,47.63,103930.31,0.5,Constant,0,NR,NR,324.6,464.84,33735.79,750,3050589.61,12912.55,-35102.07,0.006,0.18,NA,0.01,0.025,NA,1.05,NA,1.03,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +47,Tsuda_Matsui_1998__Matsui-471-27,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.27,3.27,1891.69,6738871.08,59.69,45.87,105620.63,0.1,Constant,0,NR,NR,379.52,478.56,40084.86,750,2259696.01,26695.43,-4519.39,0.02,0.14,NA,0,0.3,NA,1.02,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +48,Tsuda_Matsui_1998__Matsui-473-28,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.27,3.27,1891.69,6738871.08,59.69,45.87,105620.63,0.3,Constant,0,NR,NR,379.52,478.56,40084.86,750,2417874.73,19799.24,-4519.39,0.013,0.027,NA,0,0.3,NA,1.05,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +49,Tsuda_Matsui_1998__Matsui-601,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.5,150,150,2.51,2.51,1464.58,5280527.25,60.05,59.76,81909.08,0.1,Constant,0,NR,NR,386.38,450.13,31648.2,750,1581787.21,18723.2,-4519.39,0.011,0.1,NA,0,0.3,NA,1.05,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +50,Tsuda_Matsui_1998__Matsui-603,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.5,150,150,2.51,2.51,1464.58,5280527.25,60.05,59.76,81909.08,0.3,Constant,0,NR,NR,386.38,450.13,31648.2,750,2259696.01,9994.81,-4519.39,0.006,0.025,NA,0,0.3,NA,1.04,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +51,Tsuda_Matsui_1998__Matsui-751,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.0,150,150,2,2,1173.7,4265966.96,60.29,75,65716,0.1,Constant,0,NR,NR,355,433.45,23329.23,750,1615682.65,11728.9,-4519.39,0.006,0.08,NA,0,0.3,NA,1.05,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 +52,Tsuda_Matsui_1998__Matsui-753,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.0,150,150,2,2,1173.7,4265966.96,60.29,75,65716,0.3,Constant,0,NR,NR,355,433.45,23329.23,750,1288026.72,4780.13,-4519.39,0.005,0.01,NA,0,0.3,NA,1.04,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 +53,Tsuda_Matsui_1998__Matsui-941,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x1.6,150,150,1.58,1.58,931.59,3408414.26,60.49,94.94,52209.51,0.1,Constant,0,NR,NR,355.98,445.22,18585.61,750,1434906.97,8336.74,-4519.39,0.005,0.065,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 +54,Tsuda_Matsui_1998__Matsui-943,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x1.6,150,150,1.58,1.58,931.59,3408414.26,60.49,94.94,52209.51,0.3,Constant,0,NR,NR,355.98,445.22,18585.61,750,1220235.84,3839.29,-4519.39,0.002,0.018,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 +55,Tsuda_Matsui_1998__Matsui-H-471,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.28,3.28,1897.26,6757638.15,59.68,45.73,105929.3,0.1,Constant,0,NR,NR,493.27,597.22,52252.22,750,2824620.01,33895.44,-4519.39,0.013,0.12,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +56,Tsuda_Matsui_1998__Matsui-H-473,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x3.2,150,150,3.28,3.28,1897.26,6757638.15,59.68,45.73,105929.3,0.3,Constant,0,NR,NR,493.27,597.22,52252.22,750,2598650.41,23255.12,-4519.39,0.008,0.032,NA,0,0.3,NA,1.03,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,33.62784,130.42297 +57,Tsuda_Matsui_1998__Matsui-H-581,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.7,150,150,2.64,2.64,1538.17,5534495.5,59.98,56.82,86000.48,0.1,Constant,0,NR,NR,487.39,604.09,41915.82,750,2259696.01,25920.04,-4519.39,0.009,0.18,NA,0,0.3,NA,1.02,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 +58,Tsuda_Matsui_1998__Matsui-H-583,Tsuda & Matsui,1998,"Tsuda, K., and Matsui, C. (1998). ""Strength of Square Steel Tubular Beam-Columns Under Constant Vertical and Horizontal Loads"", Journal of Structural Construction Engineering., AIJ, No. 512. pp. 149-156",https://www.jstage.jst.go.jp/article/aijs/63/512/63_KJ00004092890/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x2.7,150,150,2.64,2.64,1538.17,5534495.5,59.98,56.82,86000.48,0.3,Constant,0,NR,NR,486.41,603.11,41831.48,750,1807756.81,17599.56,-4519.39,0.005,0.045,NA,0,0.3,NA,1.04,NA,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,33.62784,130.42297 +59,Sugiyama_Igarashi_1986__Igarashi-1,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,198.9,1525294.81,18318.89,-19716.95,0.01,0.1,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +60,Sugiyama_Igarashi_1986__Igarashi-2,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.25,Constant,0,NR,NR,437.77,502.1,19696.77,198.645,1638279.61,15644.05,-19716.95,0.005,0.08,NA,0.01,0.17,NA,1.04,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +61,Sugiyama_Igarashi_1986__Igarashi-3,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,45,NR,NR,437.77,502.1,19696.77,198.69,1694772.01,18318.89,-19716.95,0.015,0.1,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +62,Sugiyama_Igarashi_1986__Igarashi-4,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.25,Constant,45,NR,NR,437.77,502.1,19696.77,198.625,1638279.61,16355.89,-19716.95,0.01,0.07,NA,0.01,0.17,NA,1.05,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +63,Sugiyama_Igarashi_1986__Igarashi-5,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0.4,Constant,45,NR,NR,437.77,502.1,19696.77,198.625,1638279.61,14096.2,-19716.95,0.008,0.04,NA,0.01,0.17,NA,1.05,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +64,Sugiyama_Igarashi_1986__Igarashi-6,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,198.195,1864249.21,27692.35,-19716.95,0.03,0.5,NA,0.01,0.17,NA,1.02,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +65,Sugiyama_Igarashi_1986__Igarashi-7,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.25,Constant,0,NR,NR,437.77,502.1,26969.74,198.49,1920741.61,25229.62,-19716.95,0.03,0.07,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +66,Sugiyama_Igarashi_1986__Igarashi-8,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,45,NR,NR,437.77,502.1,26969.74,198.395,1977234.01,25986.5,-19716.95,0.08,0.07,NA,0.01,0.17,NA,1.1,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +67,Sugiyama_Igarashi_1986__Igarashi-9,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.25,Constant,45,NR,NR,437.77,502.1,26969.74,198.495,2033726.41,25747.5,-19716.95,0.045,0.09,NA,0.01,0.17,NA,1.04,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +68,Sugiyama_Igarashi_1986__Igarashi-10,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0.4,Constant,45,NR,NR,437.77,502.1,26969.74,198.59,2090218.81,22193.44,-19716.95,0.037,0.05,NA,0.01,0.17,NA,1.12,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +69,Sugiyama_Igarashi_1986__Igarashi-11,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0,Constant,0,NR,NR,437.77,502.1,34860.41,198.4,3231365.29,34534.98,-19716.95,0.052,0.05,NA,0.01,0.17,NA,1.06,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +70,Sugiyama_Igarashi_1986__Igarashi-12,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0.25,Constant,0,NR,NR,437.77,502.1,34860.41,198.87,3231365.29,33042.72,-19716.95,0.025,0.05,NA,0.01,0.17,NA,1.06,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +71,Sugiyama_Igarashi_1986__Igarashi-13,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0,Constant,45,NR,NR,437.77,502.1,34860.41,198.39,3231365.29,35707.46,-19716.95,0.073,0.05,NA,0.01,0.17,NA,1.06,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +72,Sugiyama_Igarashi_1986__Igarashi-14,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0.25,Constant,45,NR,NR,437.77,502.1,34860.41,198.365,3231365.29,31144.51,-19716.95,0.04,0.05,NA,0.01,0.17,NA,1.15,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +73,Sugiyama_Igarashi_1986__Igarashi-15,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,290.7,1129848,14688.02,-14400.02,0.015,0.3,NA,0.01,0.17,NA,1,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +74,Sugiyama_Igarashi_1986__Igarashi-16,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,491.1,1016863.2,15661.26,-14400.02,0.007,0.23,NA,0.01,0.17,NA,1.01,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +75,Sugiyama_Igarashi_1986__Igarashi-17,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x3.2,100,100,3.2,3.2,1212.67,1873775.85,39.31,31.25,44993.54,0,Constant,0,NR,NR,437.77,502.1,19696.77,690.8,960370.8,16332.46,-14400.02,0.01,0.23,NA,0.01,0.17,NA,1.01,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +76,Sugiyama_Igarashi_1986__Igarashi-18,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,290.8,1355817.6,20293.39,-14400.02,0.043,0.7,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +77,Sugiyama_Igarashi_1986__Igarashi-19,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,490.9,1355817.6,21500.02,-14400.02,0.03,0.6,NA,0.01,0.17,NA,1.03,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +78,Sugiyama_Igarashi_1986__Igarashi-20,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x4.5,100,100,4.5,4.5,1666.85,2496641.55,38.7,22.22,61607.25,0,Constant,0,NR,NR,437.77,502.1,26969.74,690.9,1129848,23040.04,-14400.02,0.04,0.4,NA,0.01,0.17,NA,1.02,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +79,Sugiyama_Igarashi_1986__Igarashi-21,Sugiyama & Igarashi,1986,"Sugiyama S., and Igarashi (1986). ""Experimental Investigation of Inelastic Behavior of Cold - Formed Rectangular Hollow Structural Sections under Bending and Constant Axial Force"", AIJ",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-100x100x6.0,100,100,6,6,2163.29,3126720.9,38.02,16.67,79632,0,Constant,0,NR,NR,437.77,502.1,34860.41,291.1,1920741.61,25219.82,-14400.02,0.05,0.4,NA,0.01,0.17,NA,1.12,NA,1.02,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +80,Kouichi_Yamada_1984__Yamada-3,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0,Constant,0,NR,NR,365.79,447.18,26053.45,1500,3954468.01,48670.38,-48887.65,0.01,0.22,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +81,Kouichi_Yamada_1984__Yamada-4,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.17,Constant,0,NR,NR,365.79,447.18,26053.45,1500,3084485.05,42535.45,-48887.65,0.007,0.075,NA,0.01,0.08,NA,1.02,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +82,Kouichi_Yamada_1984__Yamada-5,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.33,Constant,0,NR,NR,365.79,447.18,26053.45,1500,4338616.34,33237.28,-48887.65,0.006,0.033,NA,0.01,0.08,NA,1.03,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +83,Kouichi_Yamada_1984__Yamada-6,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.67,Constant,0,NR,NR,365.79,447.18,26053.45,1500,4519392.02,19086.75,-48887.65,0.003,0.033,NA,0.01,0.08,NA,1.03,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +84,Kouichi_Yamada_1984__Yamada-7,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3321753.13,67132.72,-48887.65,0.015,0.08,NA,0.01,0.08,NA,1.03,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +85,Kouichi_Yamada_1984__Yamada-8,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.17,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3321753.13,61163.89,-48887.65,0.022,0.11,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +86,Kouichi_Yamada_1984__Yamada-9,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.33,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3988363.45,50517.24,-48887.65,0.013,0.05,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +87,Kouichi_Yamada_1984__Yamada-10,Kouichi & Yamada,1984,"Kouichi, Y., and Yamada, S. (1984).""Elasto - Plastic Deformation and Fracture Behavior of Steel Box Columns Subjected to Double Curvature Cyclic Bending Under Constant Axial Load,"" Proceedings of Architectural Institute of Japan (AIJ).",Not available,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.67,Constant,0,NR,NR,365.79,447.18,35868.17,1500,3203119.09,21184.65,-48887.65,0.007,0.015,NA,0.01,0.08,NA,1.04,NA,1.04,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +88,Yamada_et_al_2018__M00_0.18_22,Yamada & Ishida,2018,"Yamada, S. And Ishida, T. (2018). ""Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling"", International Journal of Steel Structures, Vol. 18, Issue 5, 1761-1771",https://link.springer.com/article/10.1007/s13296-018-0087-x,DC,3,Monotonic,Monotonic,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.18,Constant,0,BCR295,295,381,462,187778.9,1734,18219039.15,175497.45,175497.45,0.025,0.378,0.254,0.025,0.378,0.254,1.325,0.429,1.325,0.429,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.625759,139.341531 +89,Yamada_et_al_2018__C00_0.18_22,Yamada & Ishida,2018,"Yamada, S. And Ishida, T. (2018). ""Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling"", International Journal of Steel Structures, Vol. 18, Issue 5, 1761-1771",https://link.springer.com/article/10.1007/s13296-018-0087-x,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.18,Constant,0,BCR295,295,443,483,218336.09,1734,16094119.01,241096.41,238269.8,0.026,0.074,0.093,0.011,0.077,0.076,1.08,0.378,1.079,0.372,228180.84,221717.39,0.041,0.044,0.093,0.032,0.038,0.076,1.14,0.38,1.16,0.37,0.576,0.5,FALSE,35.625759,139.341531 +90,Yamada_et_al_2018__C00_0.36_22,Yamada & Ishida,2018,"Yamada, S. And Ishida, T. (2018). ""Hysteretic Behavior of RHS Columns Under Random Cyclic Loading Considering Local Buckling"", International Journal of Steel Structures, Vol. 18, Issue 5, 1761-1771",https://link.springer.com/article/10.1007/s13296-018-0087-x,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.36,Constant,0,BCR295,295,443,483,218336.09,1734,17664411.61,216846.19,221750.48,0.012,0.049,0.054,0.011,0.033,0.045,1.102,0.327,1.048,0.212,202682.1,205947.64,0.028,0.019,0.054,0.019,0.019,0.045,1.18,0.33,1.13,0.21,0.226,0.201,FALSE,35.625759,139.341531 +91,Yamada_et_al_2013__CB00_0.2_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,0,BCR295,295,375,427,184821.75,1734,18343362.94,192093.36,178960.49,0.015,0.03,0.041,0.015,0.033,0.042,1.105,0.375,1.143,0.419,180914.02,170506.89,0.026,0.009,0.041,0.025,0.014,0.042,1.17,0.37,1.2,0.42,NA,NA,FALSE,35.625759,139.341531 +92,Yamada_et_al_2013__CB00_0.2_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,0,BCR295,295,375,427,184821.75,1734,12731165.25,113270.86,105064.59,0.013,0.001,0.023,0.015,0.001,0.024,1.129,0.238,1.143,0.327,114293.99,105447.2,0.013,0.001,0.023,0.016,0.001,0.024,1.12,0.24,1.14,0.33,NA,NA,FALSE,35.625759,139.341531 +93,Yamada_et_al_2013__CB45_0.2_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,45,BCR295,295,375,427,184821.75,1734,15580997.76,159131.34,152102.17,0.014,0.032,0.04,0.016,0.019,0.041,1.095,0.48,1.133,0.436,154918.92,150481.87,0.017,0.026,0.04,0.017,0.018,0.041,1.13,0.48,1.14,0.44,NA,NA,FALSE,35.625759,139.341531 +94,Yamada_et_al_2013__CB45_0.2_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,45,BCR295,295,375,427,184821.75,1734,13504528.81,154918.54,171285.22,0.012,0.044,0.039,0.012,0.035,0.041,1.275,0.655,1.127,0.558,156951.02,163422.28,0.015,0.035,0.039,0.022,0.015,0.041,1.26,0.65,1.18,0.56,NA,NA,FALSE,35.625759,139.341531 +95,Yamada_et_al_2013__CB00_0.4_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,0,BCR295,295,375,427,184821.75,1734,18919871,181799.37,164482.01,0.011,0.023,0.035,0.013,0.019,0.035,1.046,0.237,1.127,0.256,172852.35,160350.49,0.016,0.012,0.035,0.016,0.011,0.035,1.1,0.24,1.16,0.26,NA,NA,FALSE,35.625759,139.341531 +96,Yamada_et_al_2013__CB00_0.4_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,0,BCR295,295,375,427,184821.75,1734,23677686.52,92382.73,95670.85,0.001,0.144,0.012,0.008,0.001,0.016,1.121,0.952,1.042,0.247,99878.98,94524.06,0.008,NA,0.012,0.009,0,0.016,1.04,0.95,1.06,0.25,NA,NA,FALSE,35.625759,139.341531 +97,Yamada_et_al_2013__CB45_0.4_22_X,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,45,BCR295,295,375,427,184821.75,1734,19087007.2,138415.76,142813.01,0.003,0.026,0.025,0.008,0.015,0.026,1.195,0.311,1.033,0.361,135648.96,135378.1,0.01,0.013,0.025,0.012,0.009,0.026,1.22,0.31,1.09,0.36,NA,NA,FALSE,35.625759,139.341531 +98,Yamada_et_al_2013__CB45_0.4_22_Y,Yamada,2013,"Yamada, S. Ishida, T., Shimada, Y., and Matsunaga, T. (2013). ""Cyclic Loading Test on RHS Columns Under Bi-directional Horizontal Forces"", Journal of Structural and Construction Engineering AIJ, Vol. 78, No. 683 pp. 203-212",https://doi.org/10.3130/aijs.78.203,DC,3,Cyclic,Symmetric,Cold,1,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,45,BCR295,295,375,427,184821.75,1734,13109934.87,142233.06,139792.35,0.01,0.008,0.025,0.009,0.009,0.034,1.164,0.292,1.042,0.223,140977.88,137328.72,0.011,0.005,0.025,0.012,0.004,0.034,1.17,0.29,1.06,0.22,NA,NA,FALSE,35.625759,139.341531 +99,Yamada_et_al_2012__No-1,Yamada,2013,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://doi.org/10.3130/aijs.77.627,DC,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0,Constant,0,STKR400,245,367,436.9,35987.01,742,3512579.15,33451.2,36096.14,0.026,0.096,0.117,0.007,0.114,0.103,1.124,0.358,1.08,0.369,31859.1,31648.92,0.042,0.064,0.117,0.032,0.066,0.103,1.18,0.36,1.23,0.37,0.714,0.7,FALSE,35.625759,139.341531 +100,Yamada_et_al_2012__No-2,Yamada,2013,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://doi.org/10.3130/aijs.77.627,DC,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0,Constant,0,STKR400,245,367,436.9,35987.01,742,3170411.34,34982.28,35860.43,0.027,0.069,0.083,0.007,0.089,0.083,1.089,0.423,1.089,0.379,33511.77,32438.31,0.036,0.053,0.083,0.028,0.049,0.083,1.14,0.42,1.2,0.38,0.757,0.85,FALSE,35.625759,139.341531 +101,Yamada_et_al_2012__No-3,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.15,Constant,0,BCR295,295,330,423.08,377374.14,1443,46453862.74,368299.74,358855.65,0.013,0.02,0.039,0.001,0.035,0.04,1.206,0.271,1.176,0.254,363182.37,346891.9,0.014,0.017,0.039,0.014,0.009,0.04,1.22,0.27,1.22,0.25,0.175,0.175,FALSE,35.625759,139.341531 +102,Yamada_et_al_2012__No-4,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.14,Constant,0,BCR295,295,330,423.08,377374.14,1463,77276246.1,360795.41,395532.29,0.017,0.035,0.05,0.004,0.041,0.051,1.156,0.219,1.045,0.165,360795.41,360795.41,0.019,0.029,0.05,0.02,0.011,0.051,1.16,0.22,1.15,0.17,0.256,1.852,FALSE,35.625759,139.341531 +103,Yamada_et_al_2012__No-5,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.14,Constant,0,BCR295,295,330,423.08,377374.14,1463,65073596.71,224917.85,316187.5,0.015,0.054,0.047,0.004,0.081,0.051,1.867,0.329,1.022,0.316,295939.82,257694.49,0.032,0.018,0.047,0.021,0.049,0.051,1.42,0.33,1.25,0.32,0.365,0.32,FALSE,35.625759,139.341531 +104,Yamada_et_al_2012__No-6,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x1.6,60,60,1.6,1.6,367.17,206861.74,23.74,37.5,8187.39,0,Constant,0,STKR400,245,427,479.78,3496.02,500,244885.14,2990.72,3255.93,0.011,0.099,0.245,0.01,0.095,0.096,1.108,0.296,1.058,0.357,2740.28,2884.48,0.032,0.06,0.245,0.024,0.07,0.096,1.21,0.3,1.19,0.36,0.749,0.749,FALSE,35.625759,139.341531 +105,Yamada_et_al_2012__No-7,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x1.6,60,60,1.6,1.6,367.17,206861.74,23.74,37.5,8187.39,0,Constant,0,STKR400,245,427,479.78,3496.02,500,272880,1849.71,2224.96,0.019,0.141,0.097,0.012,0.27,0.099,1.784,0.462,1.026,0.71,2371.4,1826.49,0.056,0.064,0.097,0.055,0.127,0.099,1.39,0.46,1.25,0.71,0.203,0.075,FALSE,35.625759,139.341531 +106,Yamada_et_al_2012__No-8,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x3.2,60,60,3.2,3.2,700.67,370377.57,22.99,18.75,15502.34,0,Constant,0,STKR400,245,400,459.77,6200.93,500,397784.27,6501.1,6758.47,0.033,0.626,0.332,0.032,0.142,0.1,1.109,0.548,1.068,0.642,6149.86,6264.45,0.077,0.529,0.332,0.058,0.073,0.1,1.17,0.55,1.15,0.64,2.034,2.111,FALSE,35.625759,139.341531 +107,Yamada_et_al_2012__No-9,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-60x60x3.2,60,60,3.2,3.2,700.67,370377.57,22.99,18.75,15502.34,0,Constant,0,STKR400,245,400,459.77,6200.93,500,397026.22,6905.59,6611.5,0.081,0.348,0.25,0.081,NA,0.098,1.124,0.563,1.103,0.914,6506.69,6611.5,0.149,0.195,0.25,0.081,NA,0.098,1.19,0.56,1.1,0.91,1.688,1.892,FALSE,35.625759,139.341531 +108,Yamada_et_al_2012__No-10,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.2,Constant,0,STKR400,245,436,NR,42752.96,500,4345228.48,36801.62,37231.85,0.01,0.016,0.039,0.005,0.025,0.039,1.088,0.209,1.056,0.149,36059.1,33402.24,0.012,0.009,0.039,0.011,0.011,0.039,1.11,0.21,1.17,0.15,0.203,0.267,FALSE,35.625759,139.341531 +109,Yamada_et_al_2012__No-11,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.2,Constant,0,STKR400,245,436,NR,42752.96,300,4183765.84,31212.66,36738.93,0.004,0.025,0.025,0.004,0.02,0.026,1.05,0.18,1.053,0.175,27097.17,31042.37,0.009,0.014,0.025,0.007,0.012,0.026,1.21,0.18,1.25,0.17,0.118,0.108,FALSE,35.625759,139.341531 +110,Yamada_et_al_2012__No-14,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,0,STKR400,245,380,463.41,128756.16,1265,9481164.47,94380.6,90731.11,0.004,0.016,0.025,0.004,0.009,0.024,1.091,0.117,1.162,0.105,89259.64,92182.16,0.01,0.01,0.025,0.006,0.009,0.024,1.15,0.12,1.14,0.11,0.079,2.501,FALSE,35.625759,139.341531 +111,Yamada_et_al_2012__No-15,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.1,Constant,0,STKR400,245,380,463.41,128756.16,1265,9547661.86,97423.18,113952.26,0.011,0.029,0.068,0.009,0.025,0.071,1.189,0.217,1.043,0.158,95323.02,106736.62,0.017,0.019,0.068,0.015,0.016,0.071,1.21,0.22,1.11,0.16,0.341,0.342,FALSE,35.625759,139.341531 +112,Yamada_et_al_2012__No-16,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,STKR400,245,329,444.59,111475.73,1350,11353546.82,59852.83,75318.55,0.014,0.162,0.101,0.015,0.162,0.1,1.966,0.406,1.038,0.522,89012.5,63010.33,0.049,0.086,0.101,0.059,0.073,0.1,1.32,0.41,1.24,0.52,0.534,0.328,FALSE,35.625759,139.341531 +113,Yamada_et_al_2012__No-17,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,STKR400,245,329,444.59,111475.73,1350,8645350.61,77319.6,95465.92,0.013,0.058,0.051,0.004,0.073,0.05,1.544,0.453,1.002,0.516,92485.4,77823.78,0.036,0.008,0.051,0.039,0.005,0.05,1.29,0.45,1.23,0.52,0.744,0.576,FALSE,35.625759,139.341531 +114,Yamada_et_al_2012__No-18,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,STKR400,245,329,444.59,111475.73,1350,9681271.42,95465.92,95465.92,0.023,0.001,0.034,0.016,0.019,0.034,1.208,0.5,1.063,0.557,95465.92,95465.92,0.023,0.001,0.034,0.023,0.003,0.034,1.21,0.5,1.06,0.56,0.521,2.501,FALSE,35.625759,139.341531 +115,Yamada_et_al_2012__No-19,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-150x150x6,150,150,6,6,3363.29,11471033.48,58.4,25,186732,0.3,Constant,0,STKR400,245,456,518.18,85149.79,750,5840094.12,74201.24,72524.82,0.007,0.011,0.026,0.008,NA,0.02,1.075,0.411,1.057,0.922,70729.61,72524.82,0.01,0.007,0.026,0.008,NA,0.02,1.13,0.41,1.06,0.92,0.248,0.219,FALSE,35.625759,139.341531 +116,Yamada_et_al_2012__No-20,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.5,150,150,4.5,4.5,2566.85,8966782.6,59.1,33.33,142944.75,0.1,Constant,0,STKR400,245,440,500,62895.69,750,3704229.88,53853.09,58103.54,0.008,0.016,0.03,0.007,NA,0.023,1.137,0.579,1.082,0.934,51532.2,58266.82,0.013,0.009,0.03,0.007,NA,0.023,1.19,0.58,1.08,0.94,0.196,2.5,FALSE,35.625759,139.341531 +117,Yamada_et_al_2012__No-21,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,3PB,3,Cyclic,Symmetric,NR,NR,HSS-150x150x4.5,150,150,4.5,4.5,2566.85,8966782.6,59.1,33.33,142944.75,0.45,Constant,0,STKR400,245,440,500,62895.69,750,4825220.92,32518,24919.96,0.005,0.004,0.014,0.004,0.009,0.014,1.299,0.4,1.752,0.264,34997.2,32595.07,0.006,0,0.014,0.004,0.005,0.014,1.21,0.4,1.34,0.26,1.492,0.047,FALSE,35.625759,139.341531 +118,Yamada_et_al_2012__No-22,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.3,Constant,0,STKR400,245,366,446.34,35888.95,750,2103704.01,26671.8,25509.97,0.006,0,0.019,0.007,0.002,0.021,1.064,0.249,1.062,0.142,26623.02,25346.07,0.006,0,0.019,0.007,0.001,0.021,1.07,0.25,1.07,0.14,0.13,2.501,FALSE,35.625759,139.341531 +119,Yamada_et_al_2012__No-23,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x4.5,125,125,4.5,4.5,2116.85,5062047.74,48.9,27.78,98057.25,0.3,Constant,0,STKR400,245,366,446.34,35888.95,750,2230364.81,22022.37,24744.83,0.017,0.001,0.028,0.004,0.023,0.028,1.325,0.269,1.093,0.218,22026.62,22002.88,0.018,0.001,0.028,0.011,0.012,0.028,1.33,0.27,1.23,0.22,0.15,0.121,FALSE,35.625759,139.341531 +120,Yamada_et_al_2012__No-24,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.3,Constant,0,STKR400,245,411,472.41,29273.7,750,1835056.09,15803.39,17561.28,0.005,NA,0.013,0.004,NA,0.013,1.197,1,1.202,0.844,15803.39,17561.28,0.005,NA,0.013,0.004,NA,0.013,1.2,1,1.2,0.84,0.045,0.04,FALSE,35.625759,139.341531 +121,Yamada_et_al_2012__No-25,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x3.2,125,125,3.2,3.2,1532.67,3757406.85,49.51,39.06,71225.54,0.3,Constant,0,STKR400,245,411,472.41,29273.7,750,1936453.66,12943.9,14577.72,0.009,0.018,0.02,0,0.026,0.02,1.5,0.75,0.921,0.506,13885.09,10741.75,0.012,0.004,0.02,0.007,0.016,0.02,1.4,0.75,1.25,0.51,0.078,0.058,FALSE,35.625759,139.341531 +122,Yamada_et_al_2012__No-26,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,345,442.31,44007.16,750,2630854.68,48403.93,46485.74,0.01,0.002,0.031,0.012,0.002,0.032,1.093,0.199,1.081,0.191,47726.26,46330.68,0.011,0.001,0.031,0.013,0.001,0.032,1.11,0.2,1.08,0.19,0.473,2.501,FALSE,35.625759,139.341531 +123,Yamada_et_al_2012__No-27,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,345,442.31,44007.16,750,2892710.06,53245.3,50683.54,0.021,0.002,0.041,0.021,0.003,0.041,1.053,0.319,1.054,0.205,53065.07,50470.41,0.021,0.001,0.041,0.021,0.002,0.041,1.06,0.32,1.06,0.2,0.414,0.407,FALSE,35.625759,139.341531 +124,Yamada_et_al_2012__No-28,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Cyclic,Symmetric,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,345,442.31,44007.16,750,2891236.68,48430.12,51992.55,0.033,0.003,0.051,0.028,0.009,0.051,1.138,0.252,1.054,0.288,48357.75,51379.94,0.033,0.002,0.051,0.032,0.002,0.051,1.14,0.25,1.07,0.29,0.405,0.372,FALSE,35.625759,139.341531 +125,Yamada_et_al_1994__VA20-1,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0.33,Constant,0,SS400,205,272,422,107472.1,900,29028582.28,106081.82,106081.82,0.063,0.158,0.132,0.063,0.158,0.132,1.41,0.587,1.41,0.587,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 +126,Yamada_et_al_1994__VA20-2,Yamada,2012,"Yamada, S., Ishida, T., & Shimada, Y. (2012). ""Hysteresis Model of RHS Columns In the Deteriorating Range Governed by Local Buckling"", Journal of Structural and Construction Engineering AIJ, Vol. 77, No. 674 627-636",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0,Varying,0,SS400,205,272,422,107472.1,900,12025252.27,117805.85,117805.85,0.065,0.046,0.089,0.065,0.046,0.089,1.163,0.69,1.163,0.69,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 +127,Yamada_et_al_1994__VA20-3,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0.5,Varying,0,SS400,205,272,422,107472.1,900,57979730.22,117596.06,117596.06,0.124,0.333,0.16,0.124,0.333,0.16,1.253,0.899,1.253,0.899,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 +128,Yamada_et_al_1994__VA16-1,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.5,Constant,0,SS400,205,272,422,73102.18,750,31312235.06,63246.92,63246.92,0.063,0.145,0.101,0.063,0.145,0.101,1.612,0.755,1.612,0.755,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 +129,Yamada_et_al_1994__VA16-2,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Varying,0,SS400,205,272,422,73102.18,750,12799076.93,72779.99,72779.99,0.049,0.049,0.061,0.049,0.049,0.061,1.331,0.873,1.331,0.873,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.70799717,139.7573303 +130,Yamada_et_al_1994__VA16-3,Yamada,2012,"Yamada, S., Akiyama, H., and Kuwamura, H. (1994). ""Ultimate Behavior of Box-Section Beam-Columns Under Varying Axial Force"", Journal of Structural and Construction Engineering AIJ, No. 461, pp. 115-122",https://www.jstage.jst.go.jp/article/aijs/77/674/77_627/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.7,Varying,0,SS400,205,272,422,73102.18,750,56680058.53,62934,62934,0.078,0.251,0.127,0.078,0.251,0.127,1.709,0.808,1.709,0.808,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.70799717,139.7573303 +131,Fadden_McCormick_2012__HSS-203.2x152.4x9.5,Fadden & McCormick,2012,"Fadden, K., & McCormick, K. (2012). ""Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members"", ASCE, Journal of Structural Engineering, Vol. 138(5), pp. 561-570",https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506,CF,3,Cyclic,Symmetric,Cold,NR,HSS-203.2x152.4x9.5,152.4,203.2,9.5,9.5,6162.99,25547771.53,64.38,16.04,441604.65,0,Constant,0,A500 Gr. B,315,417.8,499.1,184502.42,1537,10284790.74,183756.07,183358.85,0.036,NA,0.054,0.037,NA,0.055,1.102,0.892,1.079,0.95,183756.07,183358.85,0.036,NA,0.054,0.037,NA,0.055,1.1,0.89,1.08,0.95,1.962,2.502,FALSE,42.283,-83.735 +132,Fadden_McCormick_2012__HSS-254x101.6x6.4,Fadden & McCormick,2012,"Fadden, K., & McCormick, K. (2012). ""Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members"", ASCE, Journal of Structural Engineering, Vol. 138(5), pp. 561-570",https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506,CF,3,Cyclic,Symmetric,Cold,NR,HSS-254x101.6x6.4,101.6,254,6.4,6.4,4282.36,20545292.01,69.27,15.87,347167.23,0,Constant,0,A500 Gr. B,315,434,505,150670.58,1537,8975399.7,132885.95,138409.81,0.024,0.067,0.071,0.014,0.07,0.07,1.125,0.518,1.107,0.371,127983.63,131374.65,0.03,0.055,0.071,0.028,0.045,0.07,1.17,0.52,1.17,0.37,0.821,2.501,FALSE,42.283,-83.735 +133,Fadden_McCormick_2012__HSS-304.8x152.4x6.4,Fadden & McCormick,2012,"Fadden, K., & McCormick, K. (2012). ""Cyclic Quasi-Static Testing of Hollow Structural Section Beam Members"", ASCE, Journal of Structural Engineering, Vol. 138(5), pp. 561-570",https://doi.org/10.1061/(ASCE)ST.1943-541X.0000506,CF,3,Cyclic,Symmetric,Cold,NR,HSS-304.8x152.4x6.4,152.4,304.8,6.4,6.4,5582.84,40111629.82,84.76,23.81,563892.22,0,Constant,0,A500 Gr. B,315,422.9,491.1,238470.02,1537,15412596.68,195568.61,205566.91,0.015,0.052,0.073,0.004,0.067,0.068,1.062,0.333,1.019,0.317,187933.29,181219.67,0.02,0.044,0.073,0.021,0.036,0.068,1.1,0.33,1.16,0.32,0.512,4.977,FALSE,42.283,-83.735 +134,Ishida_et_al_2012__C00_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,0,BCR295,295,443,483,218336.09,1734,20024813.05,216472.56,216414.42,0.019,0.055,0.068,0.008,0.056,0.056,1.069,0.381,1.07,0.368,202696.34,198879.09,0.03,0.034,0.068,0.023,0.027,0.056,1.14,0.38,1.16,0.37,0.399,0.363,FALSE,35.625759,139.341531 +135,Ishida_et_al_2012__C00_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,0,BCR295,295,443,483,218336.09,1734,21753797.19,168789.73,174627.59,0.007,0.032,0.034,0.007,0.019,0.028,1.103,0.323,1.051,0.214,157488.61,162457.43,0.017,0.012,0.034,0.012,0.011,0.028,1.18,0.32,1.13,0.21,0.14,0.126,FALSE,35.625759,139.341531 +136,Ishida_et_al_2012__C15_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,15,BCR295,295,375,427,184821.75,1734,18030672.83,180663.73,181674.64,0.018,0.06,0.073,0.017,0.057,0.061,1.098,0.331,1.045,0.418,171666.43,168313.27,0.033,0.032,0.073,0.028,0.037,0.061,1.16,0.33,1.13,0.42,NA,NA,FALSE,35.625759,139.341531 +137,Ishida_et_al_2012__C15_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,15,BCR295,295,375,427,184821.75,1734,17581130.43,132946.21,143563.1,0.016,0.019,0.04,0.007,0.032,0.032,1.083,0.285,1.065,0.452,127658.55,130921.57,0.019,0.014,0.04,0.015,0.017,0.032,1.13,0.28,1.17,0.45,NA,NA,FALSE,35.625759,139.341531 +138,Ishida_et_al_2012__C30_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,30,BCR295,295,375,427,184821.75,1734,17092728.14,175992.57,176159.52,0.017,0.085,0.071,0.018,0.073,0.071,1.11,0.485,1.047,0.432,162978.4,160976.8,0.035,0.052,0.071,0.032,0.047,0.071,1.2,0.48,1.15,0.43,NA,NA,FALSE,35.625759,139.341531 +139,Ishida_et_al_2012__C30_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,30,BCR295,295,375,427,184821.75,1734,18067230.51,147339.9,143832.24,0.015,0.028,0.04,0.007,0.04,0.032,1.056,0.403,1.051,0.583,138946.53,130485.76,0.02,0.019,0.04,0.017,0.017,0.032,1.12,0.4,1.16,0.58,NA,NA,FALSE,35.625759,139.341531 +140,Ishida_et_al_2012__C45_0.2,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.2,Constant,45,BCR295,295,443,483,218336.09,1734,18217717.76,201257,201361.27,0.02,0.094,0.078,0.008,0.092,0.067,1.088,0.5,1.067,0.443,188222.53,184017.09,0.034,0.068,0.078,0.028,0.054,0.067,1.16,0.5,1.17,0.44,NA,NA,FALSE,35.625759,139.341531 +141,Ishida_et_al_2012__C45_0.4,Ishida,2012,"Ishida, T. (2012). ""Bi-axial Bending Behavior of RHS-columns Including Post-buckling and Deterioration Range"", Proceedings of 15th World Conference of Earthquake Engineering, Lisbon, Portugal, 24-28 September 2012",Not available,DC,3,Cyclic,Symmetric,NR,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.4,Constant,45,BCR295,295,443,483,218336.09,1734,18450186.23,161714.51,165004.16,0.016,0.029,0.043,0.006,0.042,0.034,1.082,0.363,1.065,0.543,152745.17,147138.41,0.02,0.02,0.043,0.016,0.021,0.034,1.15,0.36,1.19,0.54,NA,NA,FALSE,35.625759,139.341531 +142,Kadono_et_al_1994__BX4-8-20,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-180x180x9,180,180,9,9,5947.41,28519857.64,69.25,20,395118,0.3,Constant,0,SS400,205,348,435,137501.06,700,19788519.8,127015.43,127015.43,0.067,NA,0.074,0.067,NA,0.074,1.146,0.905,1.146,0.905,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +143,Kadono_et_al_1994__BX4-8-30,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-270x270x9,270,270,9,9,9187.41,103159555.9,105.96,30,919998,0.3,Constant,0,SS400,205,348,435,320159.3,1100,47381059.19,246635.42,246635.42,0.011,0.102,0.049,0.011,0.102,0.049,1.128,0.677,1.128,0.677,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +144,Kadono_et_al_1994__BX4-8-40,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-360x360x9,360,360,9,9,12427.41,253062052.6,142.7,40,1663578,0.3,Constant,0,SS400,205,348,435,578925.14,1400,89193363.63,326962.62,326962.62,0.003,0.033,0.019,0.003,0.033,0.019,1.22,0.609,1.22,0.609,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +145,Kadono_et_al_1994__BX5-7-15,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-135x135x9,135,135,9,9,4327.41,11222307.92,50.92,15,214690.5,0.3,Constant,0,SM490,325,388,554.29,83299.91,500,11015055.97,92640.21,92640.21,0.112,0.754,0.18,0.112,0.754,0.18,1.491,0.921,1.491,0.921,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +146,Kadono_et_al_1994__BX5-7-25,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-225x225x9,225,225,9,9,7567.41,58072106.97,87.6,25,630220.5,0.3,Constant,0,SM490,325,388,554.29,244525.55,900,32404200.27,192025.68,192025.68,0.018,0.29,0.054,0.018,0.29,0.054,1.248,0.895,1.248,0.895,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +147,Kadono_et_al_1994__BX5-7-35,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-315x315x9,315,315,9,9,10807.41,167062704.4,124.33,35,1264450.5,0.3,Constant,0,SM490,325,388,554.29,490606.79,1400,63228239.17,350418.91,350418.91,0.006,0.104,0.022,0.006,0.104,0.022,1.054,0.899,1.054,0.899,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +148,Kadono_et_al_1994__BX5-8-15,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-135x135x9,135,135,9,9,4327.41,11222307.92,50.92,15,214690.5,0.3,Constant,0,SM490,325,419,523.75,89955.32,500,12231025.39,93602.35,93602.35,0.084,0.746,0.144,0.084,0.746,0.144,1.313,0.93,1.313,0.93,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +149,Kadono_et_al_1994__BX5-8-25,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-225x225x9,225,225,9,9,7567.41,58072106.97,87.6,25,630220.5,0.3,Constant,0,SM490,325,419,523.75,264062.39,900,33360467.53,203366.34,203366.34,0.015,0.186,0.048,0.015,0.186,0.048,1.17,0.854,1.17,0.854,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +150,Kadono_et_al_1994__BX5-8-35,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-315x315x9,315,315,9,9,10807.41,167062704.4,124.33,35,1264450.5,0.3,Constant,0,SM490,325,419,523.75,529804.76,1400,63360004.47,339147.51,339147.51,0.003,0.043,0.021,0.003,0.043,0.021,1.092,0.714,1.092,0.714,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +151,Kadono_et_al_1994__BX5-9-15,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-135x135x9,135,135,9,9,4327.41,11222307.92,50.92,15,214690.5,0.3,Constant,0,SM490,325,497,552.22,106701.18,500,13949192.13,103399.54,103399.54,0.111,0.002,0.119,0.111,0.002,0.119,1.196,0.858,1.196,0.858,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +152,Kadono_et_al_1994__BX5-9-25,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-225x225x9,225,225,9,9,7567.41,58072106.97,87.6,25,630220.5,0.3,Constant,0,SM490,325,497,552.22,313219.59,900,34920908.76,210526.49,210526.49,0.008,0.137,0.054,0.008,0.137,0.054,1.207,0.71,1.207,0.71,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +153,Kadono_et_al_1994__BX5-9-35,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-315x315x9,315,315,9,9,10807.41,167062704.4,124.33,35,1264450.5,0.3,Constant,0,SM490,325,497,552.22,628431.9,1400,63691542.94,372163.34,372163.34,0.003,0.055,0.028,0.003,0.055,0.028,1.074,0.638,1.074,0.638,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +154,Kadono_et_al_1994__BX6-8-14,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-126x126x9,126,126,9,9,4003.41,8944677.93,47.27,14,185166,0.3,Constant,0,SM570,460,466,582.5,86287.36,500,10031828.17,93592.73,93592.73,0.083,0.828,0.144,0.083,0.828,0.144,1.299,0.938,1.299,0.938,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +155,Kadono_et_al_1994__BX6-8-22,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-198x198x9,198,198,9,9,6595.41,38686485.42,76.59,22,482598,0.3,Constant,0,SM570,460,466,582.5,224890.67,800,23425788.2,195171.98,195171.98,0.021,0.185,0.062,0.021,0.185,0.062,1.184,0.822,1.184,0.822,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +156,Kadono_et_al_1994__BX6-8-30,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-270x270x9,270,270,9,9,9187.41,103159555.9,105.96,30,919998,0.3,Constant,0,SM570,460,466,582.5,428719.07,1200,43786743.54,330743.36,330743.36,0.008,0.1,0.043,0.008,0.1,0.043,1.069,0.729,1.069,0.729,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +157,Kadono_et_al_1994__BX6-9-14,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-126x126x9,126,126,9,9,4003.41,8944677.93,47.27,14,185166,0.3,Constant,0,SM570,460,581,645.56,107581.45,500,10135227.81,99125.45,99125.45,0.074,0.454,0.12,0.074,0.454,0.12,1.275,0.921,1.275,0.921,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +158,Kadono_et_al_1994__BX6-9-22,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-198x198x9,198,198,9,9,6595.41,38686485.42,76.59,22,482598,0.3,Constant,0,SM570,460,581,645.56,280389.44,800,25296080,198955.24,198955.24,0.012,0.163,0.049,0.012,0.163,0.049,1.193,0.818,1.193,0.818,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +159,Kadono_et_al_1994__BX6-9-30,Kadono,1994,"Kadono, A., et al. (1994). ""Experimental study on the effect of yield ratio on the bending strength increasing ratio and ductility of steel structures' members"", Journal of Structural and Construction Engineering, AIJ, Vol. 40B, pp. 673",Not available,3PB,3,Monotonic,Monotonic,NR,NR,HSS-270x270x9,270,270,9,9,9187.41,103159555.9,105.96,30,919998,0.3,Constant,0,SM570,460,581,645.56,534518.84,1200,46940146.23,364405.45,364405.45,0.004,0.071,0.04,0.004,0.071,0.04,1.088,0.634,1.088,0.634,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,NR,NR +160,Katayama_et_al_2002__P19-32-1,Katayama,2002,"Katayama T. (2002). ""Structural Performance of 590N/mm2 Cold Press-formed Rectangular Column - Part2. Bending Test""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x19,600,600,19,19,43226.34,2406426358,235.95,31.58,9623918,0,Constant,0,SA440,440,500,633,4811959,4000,262651819.2,4570616.22,5409968.34,0.053,NA,0.07,0.008,0.195,0.09,1.161,0.827,1.036,0.686,4570616.22,4680738.34,0.053,NA,0.07,0.05,0.071,0.09,1.16,0.83,1.2,0.69,5,0.485,FALSE,NR,NR +161,Katayama_et_al_2002__P25-24-1,Katayama,2002,"Katayama T. (2002). ""Structural Performance of 590N/mm2 Cold Press-formed Rectangular Column - Part2. Bending Test""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x25,600,600,25,25,55890.49,3037826333,233.14,24,12406250,0,Constant,0,SA440,440,489,629,6066656.25,4000,546645808.9,6976654.69,7449704.1,0.02,NA,0.033,0.027,0.173,0.097,1.099,0.901,1.061,0.672,6976654.69,6898171.53,0.02,NA,0.033,0.049,0.108,0.097,1.1,0.9,1.15,0.67,0.626,0.699,FALSE,NR,NR +162,Katayama_et_al_2002__P40-15-1,Katayama,2002,"Katayama T. (2002). ""Structural Performance of 590N/mm2 Cold Press-formed Rectangular Column - Part2. Bending Test""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x40,600,600,40,40,85479.64,4378769741,226.33,15,18848000,0,Constant,0,SA440,440,510,649,9612480,4000,526461682.6,11361973.44,11054352,0.087,NA,0.108,0.04,NA,0.061,1.087,0.993,1.063,0.89,11361973.44,11054352,0.087,NA,0.108,0.04,NA,0.061,1.09,0.99,1.06,0.89,3.129,3.054,FALSE,NR,NR +163,Kurata_et_al_2005__S-3301,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.1,Constant,0,STKR400,245,380,NR,128756.16,1265,10998282.38,98560.36,110366.31,0.01,0.027,0.061,0.009,0.021,0.064,1.183,0.184,1.046,0.164,96075.67,104416.6,0.015,0.017,0.061,0.014,0.014,0.064,1.21,0.18,1.11,0.16,0.346,0.347,FALSE,35.026212,135.780842 +164,Kurata_et_al_2005__S-3303,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,0,STKR400,245,380,NR,128756.16,1265,10427160.49,93802.03,89353.89,0.005,0.013,0.024,0.004,0.01,0.022,1.092,0.122,1.131,0.097,92506.33,88659.74,0.005,0.012,0.024,0.004,0.01,0.022,1.11,0.12,1.14,0.1,NA,NA,FALSE,35.026212,135.780842 +165,Kurata_et_al_2005__S-2201,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.1,Constant,0,STKR400,245,404,NR,199114.63,1265,14530991.26,168626.78,171340.36,0.028,0.045,0.062,0.02,0.047,0.056,1.146,0.471,1.11,0.39,161241.87,161108.67,0.038,0.027,0.062,0.027,0.034,0.056,1.2,0.47,1.18,0.39,0.993,0.895,FALSE,35.026212,135.780842 +166,Kurata_et_al_2005__S-2203,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0.3,Constant,0,STKR400,245,404,NR,199114.63,1265,12049004.39,166498.34,163970.25,0.006,0.02,0.065,0.004,0.021,0.044,1.089,0.075,1.104,0.078,151791.69,149680.54,0.013,0.007,0.065,0.01,0.012,0.044,1.19,0.07,1.21,0.08,0.184,2.501,FALSE,35.026212,135.780842 +167,Kurata_et_al_2005__S-1701,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.1,Constant,0,STKR400,245,425,NR,270748.8,1265,15356535.45,247315.77,241189.18,0.075,0.008,0.093,0.082,0.013,0.101,1.087,0.789,1.107,0.732,246070.3,239931.13,0.077,0.001,0.093,0.084,0.007,0.101,1.09,0.79,1.11,0.73,5,4.007,FALSE,35.026212,135.780842 +168,Kurata_et_al_2005__S-1703,Kurata,2005,"Kurata, M., Nakashima, M., Suita, K. (2005). ""Effect of Column Base Behaviour On The Seismic Response Of Steel Moment Frames"", Journal of Earthquake Engineering, Vol. 9, Special Issue 2, pp. 415-438",https://www.worldscientific.com/doi/abs/10.1142/S136324690500247X,CF,3,Cyclic,Symmetric,Cold,NR,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,0,STKR400,245,425,NR,270748.8,1265,18177709.39,249833.13,244051.01,0.024,0.065,0.086,0.02,0.052,0.097,1.029,0.254,1.033,0.18,233082.98,227626.6,0.037,0.041,0.086,0.031,0.031,0.097,1.1,0.25,1.11,0.18,0.925,0.85,FALSE,35.026212,135.780842 +169,Kuwada_et_al_2013__P17-IC0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,0,SN490B,295,355,539,226154.88,1120,29003754.93,327926.94,324464.78,0.036,0.044,0.059,0.024,0.071,0.06,1.063,0.735,1.065,0.658,314418.85,305482.24,0.046,0.007,0.059,0.043,0.017,0.06,1.11,0.74,1.13,0.66,1.623,0.802,FALSE,35.026212,135.780842 +170,Kuwada_et_al_2013__P17-IC45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,45,SN490B,295,355,539,226154.88,1120,31904114.21,312224.45,302012.01,0.036,0.039,0.058,0.025,0.061,0.058,1.084,0.689,1.097,0.608,310227.54,290076.8,0.037,0.035,0.058,0.036,0.034,0.058,1.09,0.69,1.14,0.61,NA,NA,FALSE,35.026212,135.780842 +171,Kuwada_et_al_2013__P17-IV0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Varying,0,SN490B,295,355,539,226154.88,1120,35226278.08,204118.21,308591.93,0.044,NA,0.05,0.031,0.019,0.05,1.231,0.862,1.069,0.478,204118.21,302781.54,0.044,NA,0.05,0.035,0.012,0.05,1.23,0.86,1.09,0.48,NA,NA,FALSE,35.026212,135.780842 +172,Kuwada_et_al_2013__P17-IV45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Varying,45,SN490B,295,355,539,226154.88,1120,29019990.64,211146.38,278373.86,0.043,NA,0.05,0.02,0.035,0.05,1.197,0.922,1.071,0.415,211146.38,266418.98,0.043,NA,0.05,0.028,0.021,0.05,1.2,0.92,1.12,0.42,NA,NA,FALSE,35.026212,135.780842 +173,Kuwada_et_al_2013__P33-IC0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,0,SM490A,275,398,550,134855.14,1120,21216551.56,116827.07,117780.57,0.003,0.028,0.02,0.004,0.018,0.02,1.081,0.618,1.063,0.185,104104.51,106161.19,0.01,0.012,0.02,0.008,0.012,0.02,1.21,0.62,1.18,0.19,0.101,0.081,FALSE,35.026212,135.780842 +174,Kuwada_et_al_2013__P33-IC45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Constant,45,SM490A,275,398,550,134855.14,1120,20727731.91,120248.43,116870.34,0.004,0.021,0.02,0.004,0.021,0.02,1.071,0.523,1.045,0.299,106166.3,103721.77,0.013,0.003,0.02,0.01,0.01,0.02,1.21,0.52,1.18,0.3,NA,NA,FALSE,35.026212,135.780842 +175,Kuwada_et_al_2013__P33-IV0,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Varying,0,SM490A,275,398,550,134855.14,1120,14585000,30327.57,138668,0.028,0.001,0.031,0.02,NA,0.03,1.326,0.412,1.088,0.961,32098.23,138668,0.023,0.011,0.031,0.02,NA,0.03,1.25,0.41,1.09,0.96,NA,NA,FALSE,35.026212,135.780842 +176,Kuwada_et_al_2013__P33-IV45,Kuwada,2013,"Kuwada, R., et al. (2013). ""Cyclic Loading Tests of Steel Tube Columns Subjected to Varying Axial Force and Bi-axial Bending Moment""",Not available,DC,6,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0.3,Varying,45,SM490A,275,398,550,134855.14,1120,13322000,36782.39,125786.81,0.017,0.001,0.02,0.01,0.003,0.02,1.064,0.612,1.12,0.755,36189.95,114138.47,0.017,0,0.02,0.012,0,0.02,1.08,0.61,1.23,0.76,NA,NA,FALSE,35.026212,135.780842 +177,Kuwada_et_al_2015__DT16-LD24-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,0,SN490B,295,363,528,231251.33,485,25254472.51,290587.6,300778.27,0.027,0.016,0.049,0.022,0.039,0.046,1.074,0.2,1.085,0.715,287122.61,297434.33,0.033,0.004,0.049,0.032,0.007,0.046,1.09,0.2,1.1,0.72,2.094,0.878,FALSE,35.026212,135.780842 +178,Kuwada_et_al_2015__DT16-LD24-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,45,SN490B,295,363,528,231251.33,485,31642992.18,264266.38,280132.89,0.019,0.019,0.036,0.02,0.018,0.037,1.121,0.56,1.115,0.539,259831.17,272371.37,0.025,0.007,0.036,0.024,0.01,0.037,1.14,0.56,1.15,0.54,NA,NA,FALSE,35.026212,135.780842 +179,Kuwada_et_al_2015__DT16-LD37-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,0,SN490B,295,363,528,231251.33,735,23034875.1,284774.32,294084.15,0.05,0.002,0.063,0.045,0.008,0.065,1.1,0.741,1.104,0.224,284389.97,292573.47,0.05,0.001,0.063,0.046,0.005,0.065,1.1,0.74,1.11,0.22,3.467,2.708,FALSE,35.026212,135.780842 +180,Kuwada_et_al_2015__DT16-LD37-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,45,SN490B,295,363,528,231251.33,735,26130420.61,254343.44,268587.15,0.034,0.004,0.048,0.033,0.007,0.049,1.152,0.303,1.15,0.373,260827.94,268397.67,0.032,0.008,0.048,0.033,0.007,0.049,1.12,0.3,1.15,0.37,NA,NA,FALSE,35.026212,135.780842 +181,Kuwada_et_al_2015__DT16-LD49-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,0,SN490B,295,363,528,231251.33,985,20270528.22,283796.68,289022.19,0.055,0.009,0.078,0.05,0.019,0.072,1.088,0.053,1.104,0.59,282405.11,286273.54,0.057,0.006,0.078,0.057,0.001,0.072,1.09,0.05,1.11,0.59,4.975,1.651,FALSE,35.026212,135.780842 +182,Kuwada_et_al_2015__DT16-LD49-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0,Constant,45,SN490B,295,363,528,231251.33,985,20334044.12,264969.56,268162.75,0.035,0.015,0.056,0.037,0.013,0.057,1.117,0.424,1.116,0.254,262277.21,266031.15,0.042,0.001,0.056,0.04,0.007,0.057,1.13,0.42,1.12,0.25,NA,NA,FALSE,35.026212,135.780842 +183,Kuwada_et_al_2015__DT16-LD24-A0-ny03,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,0,SN490B,295,363,528,231251.33,485,32107832.23,297299.19,315928.14,0.029,0.03,0.053,0.02,0.045,0.054,1.079,0.502,1.043,0.446,289333.9,301980.37,0.033,0.023,0.053,0.033,0.02,0.054,1.11,0.5,1.09,0.45,1.358,1.214,FALSE,35.026212,135.780842 +184,Kuwada_et_al_2015__DT16-LD24-A45-ny03,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x12,200,200,12,12,8653.17,50027534.34,76.04,16.67,637056,0.3,Constant,45,SN490B,295,363,528,231251.33,485,30986782.3,291456.23,298752.85,0.023,0.032,0.048,0.023,0.026,0.049,1.05,0.522,1.068,0.456,283059.44,291856.42,0.029,0.02,0.048,0.027,0.019,0.049,1.08,0.52,1.09,0.46,NA,NA,FALSE,35.026212,135.780842 +185,Kuwada_et_al_2015__DT22-LD24-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,0,SN490B,295,365,536,179893.17,485,25108650.46,228206.22,236237.59,0.029,0.025,0.053,0.035,0.014,0.053,1.057,0.28,1.062,0.21,219006.7,230806.34,0.039,0.006,0.053,0.04,0.005,0.053,1.1,0.28,1.09,0.21,2.541,1.226,FALSE,35.026212,135.780842 +186,Kuwada_et_al_2015__DT22-LD24-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,45,SN490B,295,365,536,179893.17,485,27371909.86,223780.92,225912.39,0.024,0.015,0.04,0.021,0.015,0.037,1.099,0.452,1.111,0.462,220568.51,223020.23,0.027,0.009,0.04,0.026,0.005,0.037,1.12,0.45,1.12,0.46,NA,NA,FALSE,35.026212,135.780842 +187,Kuwada_et_al_2015__DT22-LD37-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,0,SN490B,295,365,536,179893.17,735,21632998.72,213449.69,226484.52,0.051,NA,0.061,0.039,0.026,0.063,1.122,0.882,1.078,0.278,213449.69,219674.55,0.051,NA,0.061,0.049,0.007,0.063,1.12,0.88,1.11,0.28,3.449,3.423,FALSE,35.026212,135.780842 +188,Kuwada_et_al_2015__DT22-LD37-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,45,SN490B,295,365,536,179893.17,735,21370192.1,212137.78,221643.68,0.028,0.021,0.049,0.028,0.023,0.049,1.119,0.293,1.093,0.535,208811.9,215452.59,0.034,0.01,0.049,0.035,0.01,0.049,1.14,0.29,1.12,0.54,NA,NA,FALSE,35.026212,135.780842 +189,Kuwada_et_al_2015__DT22-LD49-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x9,200,200,9,9,6667.41,39946264.8,77.4,22.22,492858,0,Constant,45,SN490B,295,365,536,179893.17,985,18026002.15,204308.39,207815.45,0.029,0.069,0.076,0.031,0.067,0.077,1.117,0.439,1.12,0.413,195896.89,201807.1,0.047,0.035,0.076,0.045,0.039,0.077,1.16,0.44,1.15,0.41,NA,NA,FALSE,35.026212,135.780842 +190,Kuwada_et_al_2015__DT33-LD24-A0-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,0,SN490B,295,373,528,126384.34,485,19576091.86,139446.2,144061.55,0.012,0.056,0.053,0.008,0.07,0.055,1.078,0.484,1.044,0.451,128966.94,130144.67,0.023,0.035,0.053,0.023,0.042,0.055,1.17,0.48,1.16,0.45,1.201,1.335,FALSE,35.026212,135.780842 +191,Kuwada_et_al_2015__DT33-LD24-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,45,SN490B,295,373,528,126384.34,485,21635198.3,140484.88,142709.38,0.01,0.058,0.046,0.01,0.058,0.048,1.1,0.387,1.086,0.456,131641.68,135213.17,0.02,0.039,0.046,0.02,0.04,0.048,1.17,0.39,1.15,0.46,NA,NA,FALSE,35.026212,135.780842 +192,Kuwada_et_al_2015__DT33-LD37-A45-ny0,Kuwada,2013,"Kuwada, R., Koetaka, Y., Suita, K. (2015). ""Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling And Fracture"", Journal of Structural and Construction Engineering AIJ, Vol. 80, No. 718, 1961-1970.",https://doi.org/10.3130/aijs.80.1961,CF,3,Cyclic,Symmetric,Cold,2,HSS-200x200x6.0,200,200,6,6,4563.29,28339461.06,78.81,33.33,338832,0,Constant,45,SN490B,295,373,528,126384.34,735,16517157.63,124792.51,131567.51,0.009,0.066,0.05,0.009,0.067,0.051,1.098,0.474,1.042,0.504,114948.76,116604.99,0.022,0.042,0.05,0.021,0.046,0.051,1.19,0.47,1.18,0.5,NA,NA,FALSE,35.026212,135.780842 193,Mukaide_et_al_2016__R3325,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,BCR295,295,362,432,413968,1640,50801426.05,336934,336934,0.01,0.051,0.255,0.01,0.051,0.255,1.192,0.006,1.192,0.006,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,BCR295,295,362,432,413968,1640,50801426.05,336934,336934,0.01,0.051,0.255,0.01,0.051,0.255,1.192,0.006,1.192,0.006,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 194,Mukaide_et_al_2016__R3325-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,BCR295,295,362,432,413968,1640,56033931.87,409724.79,391043.25,0.008,0.033,0.059,0.008,0.021,0.043,1.092,0.066,1.074,0.144,378696.79,365262.09,0.015,0.022,0.059,0.012,0.013,0.043,1.18,0.07,1.15,0.14,0.176,0.164,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,BCR295,295,362,432,413968,1640,56033931.87,409724.79,391043.25,0.008,0.033,0.059,0.008,0.021,0.043,1.092,0.066,1.074,0.144,378696.79,365262.09,0.015,0.022,0.059,0.012,0.013,0.043,1.18,0.07,1.15,0.14,0.176,0.164,FALSE,34.750111,135.544295 195,Mukaide_et_al_2016__R2500,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,BCR295,295,377,445,563183.71,1640,57930261.01,513534.11,513534.11,0.024,0.48,0.275,0.024,0.48,0.275,1.239,0.497,1.239,0.497,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,BCR295,295,377,445,563183.71,1640,57930261.01,513534.11,513534.11,0.024,0.48,0.275,0.024,0.48,0.275,1.239,0.497,1.239,0.497,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 196,Mukaide_et_al_2016__R2500-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,BCR295,295,377,445,563183.71,1640,59138901.87,537973.79,564722.35,0.024,0.099,0.134,0.021,0.103,0.133,1.138,0.052,1.046,0.249,513451.35,520815.41,0.041,0.066,0.134,0.037,0.074,0.133,1.19,0.05,1.13,0.25,1.359,1.423,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,BCR295,295,377,445,563183.71,1640,59138901.87,537973.79,564722.35,0.024,0.099,0.134,0.021,0.103,0.133,1.138,0.052,1.046,0.249,513451.35,520815.41,0.041,0.066,0.134,0.037,0.074,0.133,1.19,0.05,1.13,0.25,1.359,1.423,FALSE,34.750111,135.544295 197,Mukaide_et_al_2016__R2525,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,BCR295,295,377,445,563183.71,1640,64397451.18,458393.1,458393.1,0.022,0.182,0.297,0.022,0.182,0.297,1.321,0.077,1.321,0.077,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,BCR295,295,377,445,563183.71,1640,64397451.18,458393.1,458393.1,0.022,0.182,0.297,0.022,0.182,0.297,1.321,0.077,1.321,0.077,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 198,Mukaide_et_al_2016__R2525-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,BCR295,295,377,445,563183.71,1640,76112564.98,538311.89,540064.83,0.024,0.031,0.062,0.024,0.026,0.062,1.076,0.273,1.108,0.22,521442.76,525543.65,0.03,0.019,0.062,0.027,0.019,0.062,1.11,0.27,1.14,0.22,0.442,0.417,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,BCR295,295,377,445,563183.71,1640,76112564.98,538311.89,540064.83,0.024,0.031,0.062,0.024,0.026,0.062,1.076,0.273,1.108,0.22,521442.76,525543.65,0.03,0.019,0.062,0.027,0.019,0.062,1.11,0.27,1.14,0.22,0.442,0.417,FALSE,34.750111,135.544295 199,Mukaide_et_al_2016__R1925,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,BCR295,295,394,420,763490.05,1640,84004383.54,686151,686151,0.042,0.34,0.285,0.042,0.34,0.285,1.217,0.406,1.217,0.406,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,1,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,BCR295,295,394,420,763490.05,1640,84004383.54,686151,686151,0.042,0.34,0.285,0.042,0.34,0.285,1.217,0.406,1.217,0.406,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 200,Mukaide_et_al_2016__R1925-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,BCR295,295,394,420,763490.05,1640,77151902.83,730037.52,771540.94,0.039,0.039,0.081,0.022,0.065,0.066,1.117,0.303,1.059,0.35,713787.34,699505.44,0.044,0.032,0.081,0.038,0.033,0.066,1.14,0.3,1.17,0.35,0.843,0.838,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,1,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,BCR295,295,394,420,763490.05,1640,77151902.83,730037.52,771540.94,0.039,0.039,0.081,0.022,0.065,0.066,1.117,0.303,1.059,0.35,713787.34,699505.44,0.044,0.032,0.081,0.038,0.033,0.066,1.14,0.3,1.17,0.35,0.843,0.838,FALSE,34.750111,135.544295 201,Mukaide_et_al_2016__P3325,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,370,524,423116.46,1640,36992997.98,318819.97,318819.97,0.006,0.097,0.254,0.006,0.097,0.254,1.056,0.005,1.056,0.005,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,370,524,423116.46,1640,36992997.98,318819.97,318819.97,0.006,0.097,0.254,0.006,0.097,0.254,1.056,0.005,1.056,0.005,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 202,Mukaide_et_al_2016__P3325-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,370,524,423116.46,1640,52738908.28,318914.36,344847.29,0.008,0.035,0.06,0.004,0.035,0.059,1.104,0.117,1.047,0.024,305768.57,317337.88,0.014,0.024,0.06,0.011,0.021,0.059,1.15,0.12,1.14,0.02,0.2,0.2,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,370,524,423116.46,1640,52738908.28,318914.36,344847.29,0.008,0.035,0.06,0.004,0.035,0.059,1.104,0.117,1.047,0.024,305768.57,317337.88,0.014,0.024,0.06,0.011,0.021,0.059,1.15,0.12,1.14,0.02,0.2,0.2,FALSE,34.750111,135.544295 203,Mukaide_et_al_2016__P3325-C+,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Collapse,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,370,524,423116.46,1640,48990054.4,327334.54,NA,0.014,0.093,0.208,NA,NA,NA,1.148,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,5,0.113,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Collapse,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,370,524,423116.46,1640,48990054.4,327334.54,NA,0.014,0.093,0.208,NA,NA,NA,1.148,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,5,0.113,FALSE,34.750111,135.544295 204,Mukaide_et_al_2016__P2500,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,SN490B,295,349,520,521355.74,1640,53087624.42,528535.74,528535.74,0.041,0.56,0.28,0.041,0.56,0.28,1.157,0.59,1.157,0.59,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,SN490B,295,349,520,521355.74,1640,53087624.42,528535.74,528535.74,0.041,0.56,0.28,0.041,0.56,0.28,1.157,0.59,1.157,0.59,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 205,Mukaide_et_al_2016__P2500-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,SN490B,295,349,520,521355.74,1640,53765602.71,613067.82,605984.26,0.035,0.099,0.093,0.02,0.123,0.094,1.078,0.53,1.094,0.49,579541.99,578270.64,0.049,0.072,0.093,0.045,0.074,0.094,1.14,0.53,1.15,0.49,1.27,1.305,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0,Constant,0,SN490B,295,349,520,521355.74,1640,53765602.71,613067.82,605984.26,0.035,0.099,0.093,0.02,0.123,0.094,1.078,0.53,1.094,0.49,579541.99,578270.64,0.049,0.072,0.093,0.045,0.074,0.094,1.14,0.53,1.15,0.49,1.27,1.305,FALSE,34.750111,135.544295 206,Mukaide_et_al_2016__P2525,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,349,520,521355.74,1640,53408310.9,441785.6,441785.6,0.025,0.215,0.298,0.025,0.215,0.298,1.288,0.25,1.288,0.25,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,349,520,521355.74,1640,53408310.9,441785.6,441785.6,0.025,0.215,0.298,0.025,0.215,0.298,1.288,0.25,1.288,0.25,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 207,Mukaide_et_al_2016__P2525-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,349,520,521355.74,1640,68930243.03,470425.27,495109.98,0.02,0.038,0.072,0.022,0.028,0.073,1.146,0.221,1.096,0.141,456767.9,479847.32,0.027,0.023,0.072,0.026,0.02,0.073,1.18,0.22,1.13,0.14,0.478,0.482,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,349,520,521355.74,1640,68930243.03,470425.27,495109.98,0.02,0.038,0.072,0.022,0.028,0.073,1.146,0.221,1.096,0.141,456767.9,479847.32,0.027,0.023,0.072,0.026,0.02,0.073,1.18,0.22,1.13,0.14,0.478,0.482,FALSE,34.750111,135.544295 208,Mukaide_et_al_2016__P2525-C+,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Collapse,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,377,518,563183.71,1640,38335685.65,503590.56,NA,0.025,0.152,0.299,NA,NA,NA,1.106,0.082,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,4.038,0.261,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Collapse,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,377,518,563183.71,1640,38335685.65,503590.56,NA,0.025,0.152,0.299,NA,NA,NA,1.106,0.082,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,4.038,0.261,FALSE,34.750111,135.544295 209,Mukaide_et_al_2016__P1925,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,338,531,654973.7,1640,64623239.88,670908.66,670908.66,0.086,0.301,0.289,0.086,0.301,0.289,1.334,0.424,1.334,0.424,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,338,531,654973.7,1640,64623239.88,670908.66,670908.66,0.086,0.301,0.289,0.086,0.301,0.289,1.334,0.424,1.334,0.424,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 210,Mukaide_et_al_2016__P1925-C,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,338,531,654973.7,1640,54954220.1,836167.92,823299.8,0.04,0.05,0.098,0.041,0.038,0.105,1.07,0.234,1.051,0.209,813732.86,805709.51,0.049,0.033,0.098,0.047,0.026,0.105,1.1,0.23,1.07,0.21,1.21,2.501,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,338,531,654973.7,1640,54954220.1,836167.92,823299.8,0.04,0.05,0.098,0.041,0.038,0.105,1.07,0.234,1.051,0.209,813732.86,805709.51,0.049,0.033,0.098,0.047,0.026,0.105,1.1,0.23,1.07,0.21,1.21,2.501,FALSE,34.750111,135.544295 211,Mukaide_et_al_2016__P1925-C+,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Collapse,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,338,531,654973.7,1640,51035268.54,685144.54,NA,0.081,0.298,0.3,NA,NA,NA,1.285,0.355,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,4.996,0.38,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Cyclic,Collapse,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,338,531,654973.7,1640,51035268.54,685144.54,NA,0.081,0.298,0.3,NA,NA,NA,1.285,0.355,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,4.996,0.38,FALSE,34.750111,135.544295 212,Mukaide_et_al_2016__P3325-45,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,45,SN490B,295,370,524,423116.46,1640,47321842.85,317228.72,317228.72,0.009,0.201,0.289,0.009,0.201,0.289,1.19,0.011,1.19,0.011,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,45,SN490B,295,370,524,423116.46,1640,47321842.85,317228.72,317228.72,0.009,0.201,0.289,0.009,0.201,0.289,1.19,0.011,1.19,0.011,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 213,Mukaide_et_al_2016__P2525-45,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,45,SN490B,295,349,520,521355.74,1640,55849444.65,475133.66,475133.66,0.029,0.345,0.297,0.029,0.345,0.297,1.238,0.297,1.238,0.297,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,45,SN490B,295,349,520,521355.74,1640,55849444.65,475133.66,475133.66,0.029,0.345,0.297,0.029,0.345,0.297,1.238,0.297,1.238,0.297,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 214,Mukaide_et_al_2016__P1925-45,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,45,SN490B,295,338,531,654973.7,1640,70959376.06,728998.18,728998.18,0.126,NA,0.136,0.126,NA,0.136,1.301,1,1.301,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Cold,2,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,45,SN490B,295,338,531,654973.7,1640,70959376.06,728998.18,728998.18,0.126,NA,0.136,0.126,NA,0.136,1.301,1,1.301,1,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 215,Mukaide_et_al_2016__B3325,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Built-up,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,349,520,399101.74,1640,56207407.96,338046.82,338046.82,0.013,0.153,0.292,0.013,0.153,0.292,1.266,0.007,1.266,0.007,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Built-up,NR,HSS-300x300x9.0,300,300,9,9,10267.41,143468521.6,118.21,33.33,1143558,0.25,Constant,0,SN490B,295,349,520,399101.74,1640,56207407.96,338046.82,338046.82,0.013,0.153,0.292,0.013,0.153,0.292,1.266,0.007,1.266,0.007,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 216,Mukaide_et_al_2016__B2525,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Built-up,NR,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,349,520,521355.74,1640,66946756,511927.51,511927.51,0.024,0.336,0.295,0.024,0.336,0.295,1.17,0.292,1.17,0.292,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Built-up,NR,HSS-300x300x12,300,300,12,12,13453.17,183536535.6,116.8,25,1493856,0.25,Constant,0,SN490B,295,349,520,521355.74,1640,66946756,511927.51,511927.51,0.024,0.336,0.295,0.024,0.336,0.295,1.17,0.292,1.17,0.292,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 217,Mukaide_et_al_2016__B1925,Mukaide,2016,"Mukaide, S., Oku, N., Matsuo, K., and Tada, M. (2016), �Loading Test in the Range of Large Deformation for RHS Columns with Different Manufacturing Process,� Steel Construction Engineering, Japanese Society of Steel Construction, Vol. 23, No. 90, -pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Built-up,NR,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,349,520,676289.41,1640,79609850.05,756553.24,756553.24,0.084,0.443,0.29,0.084,0.443,0.29,1.238,0.558,1.238,0.558,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 -218,Nakagawa_et_al_2008__C1,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x19,500,500,19,19,35626.34,1356584302,195.14,26.32,6597218,0,Constant,0,JIS2201 5,385,431,567,2843400.96,3500,190207070.2,3008740.46,3222643.42,0.034,NA,0.049,0.034,NA,0.051,1.067,0.994,1.028,0.915,3008740.46,3222643.42,0.034,NA,0.049,0.034,NA,0.051,1.07,0.99,1.03,0.92,0.632,2.501,FALSE,NR,NR -219,Nakagawa_et_al_2008__C2,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,0,JIS2201 5,385,456,615,4801468.42,3500,290163248,5521688.68,5521688.68,0.055,NA,0.074,0.058,NA,0.077,1.065,0.959,1.057,0.958,5521688.68,5521688.68,0.055,NA,0.074,0.058,NA,0.077,1.07,0.96,1.06,0.96,2.995,2.501,FALSE,NR,NR +pp. 51�64.",https://www.jstage.jst.go.jp/article/jssc/23/90/23_90_51/_article/-char/en,CF,3,Monotonic,Monotonic,Built-up,NR,HSS-300x300x16,300,300,16,16,17516.74,231485984.1,114.96,18.75,1937792,0.25,Constant,0,SN490B,295,349,520,676289.41,1640,79609850.05,756553.24,756553.24,0.084,0.443,0.29,0.084,0.443,0.29,1.238,0.558,1.238,0.558,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,34.750111,135.544295 +218,Nakagawa_et_al_2008__C1,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x19,500,500,19,19,35626.34,1356584302,195.14,26.32,6597218,0,Constant,0,JIS2201 5,385,431,567,2843400.96,3500,190207070.2,3008740.46,3222643.42,0.034,NA,0.049,0.034,NA,0.051,1.067,0.994,1.028,0.915,3008740.46,3222643.42,0.034,NA,0.049,0.034,NA,0.051,1.07,0.99,1.03,0.92,0.632,2.501,FALSE,NR,NR +219,Nakagawa_et_al_2008__C2,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,0,JIS2201 5,385,456,615,4801468.42,3500,290163248,5521688.68,5521688.68,0.055,NA,0.074,0.058,NA,0.077,1.065,0.959,1.057,0.958,5521688.68,5521688.68,0.055,NA,0.074,0.058,NA,0.077,1.07,0.96,1.06,0.96,2.995,2.501,FALSE,NR,NR 220,Nakagawa_et_al_2008__C3,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, -Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,45,JIS2201 5,385,454,591,4780409.34,3500,274663382.5,5290321.16,5497470.75,0.05,NA,0.07,0.049,NA,0.069,1.059,0.992,1.042,0.996,5290321.16,5497470.75,0.05,NA,0.07,0.049,NA,0.069,1.06,0.99,1.04,1,NA,NA,FALSE,NR,NR +Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,45,JIS2201 5,385,454,591,4780409.34,3500,274663382.5,5290321.16,5497470.75,0.05,NA,0.07,0.049,NA,0.069,1.059,0.992,1.042,0.996,5290321.16,5497470.75,0.05,NA,0.07,0.049,NA,0.069,1.06,0.99,1.04,1,NA,NA,FALSE,NR,NR 221,Nakagawa_et_al_2008__C4,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, -Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,45,JIS2201 5,385,485,647,5106824.96,3500,271444878.1,5373888.56,5419707.96,0.055,NA,0.075,0.042,NA,0.062,1.048,1,1.029,1,5373888.56,5419707.96,0.055,NA,0.075,0.042,NA,0.062,1.05,1,1.03,1,NA,NA,FALSE,NR,NR +Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,45,JIS2201 5,385,485,647,5106824.96,3500,271444878.1,5373888.56,5419707.96,0.055,NA,0.075,0.042,NA,0.062,1.048,1,1.029,1,5373888.56,5419707.96,0.055,NA,0.075,0.042,NA,0.062,1.05,1,1.03,1,NA,NA,FALSE,NR,NR 222,Nakagawa_et_al_2008__C5,Nakagawa,2008,"Nakagawa, K., Kamura, H., Hirano, O., Fujisawa, K., Murakami, Y. (2008). Experimental study on deformation capacity of 550N/mm2 class cold press formed square steel pipes. Summaries of Technical Papers of Annual Meeting (AIJ). C-1, -Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x32,600,600,32,32,70066.97,3703775745,229.91,18.75,15502336,0,Constant,45,JIS2201 5,385,456,615,7069065.22,3500,607928858.8,7634105.15,7812137.17,0.046,NA,0.059,0.029,NA,0.042,1.139,0.995,1.101,1,7634105.15,7812137.17,0.046,NA,0.059,0.029,NA,0.042,1.14,0.99,1.1,1,NA,NA,FALSE,NR,NR -223,Nakajima_et_al_2009__L-T16-0,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x16,460,460,16,16,27756.74,901500733.7,180.22,28.75,4733312,0,Constant,0,SA440,440,481,610,2276723.07,3000,194945911.1,2313787.13,2395055.87,0.064,NA,0.076,0.018,0.134,0.058,1.142,0.749,1.081,0.795,2369041.14,2120331.66,0.06,0.017,0.076,0.046,0.005,0.058,1.12,0.75,1.22,0.8,1.065,1.02,FALSE,NR,NR -224,Nakajima_et_al_2009__L-T25-0,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x25,460,460,25,25,41890.49,1298414311,176.06,18.4,7103750,0,Constant,0,SA440,440,474,615,3367177.5,3000,223379286.2,3925740.98,4165764.73,0.094,NA,0.111,0.054,NA,0.073,1.118,0.866,1.068,1,3925740.98,4165764.73,0.094,NA,0.111,0.054,NA,0.073,1.12,0.87,1.07,1,3.367,4.257,FALSE,NR,NR -225,Nakajima_et_al_2009__L-T40-0,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x40,460,460,40,40,63079.64,1813913392,169.58,11.5,10616000,0,Constant,0,SA440,440,501,654,5318616,3000,301532817.5,6357312.36,6190178.64,0.093,0.047,0.136,0.062,NA,0.083,1.085,0.527,1.084,1,6274044.16,6190178.64,0.102,0.028,0.136,0.062,NA,0.083,1.1,0.53,1.08,1,5,2.617,FALSE,NR,NR -226,Nakajima_et_al_2009__L-T16-45,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x16,460,460,16,16,27756.74,901500733.7,180.22,28.75,4733312,0,Constant,45,SA440,440,481,610,2276723.07,3000,173785367.3,2134406.63,2329858.33,0.079,NA,0.092,0.031,NA,0.044,1.148,0.835,1.04,0.917,2134406.63,2329858.33,0.079,NA,0.092,0.031,NA,0.044,1.15,0.83,1.04,0.92,NA,NA,FALSE,NR,NR -227,Nakajima_et_al_2009__L-T25-45,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x25,460,460,25,25,41890.49,1298414311,176.06,18.4,7103750,0,Constant,45,SA440,440,474,615,3367177.5,3000,239731550.8,3594497.5,3731438.2,0.056,NA,0.071,0.035,NA,0.05,1.139,0.853,1.123,1,3594497.5,3731438.2,0.056,NA,0.071,0.035,NA,0.05,1.14,0.85,1.12,1,NA,NA,FALSE,NR,NR -228,Nakajima_et_al_2009__L-T40-45,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x40,460,460,40,40,63079.64,1813913392,169.58,11.5,10616000,0,Constant,45,SA440,440,501,654,5318616,3000,255689918.4,5453710.35,5557162.73,0.06,NA,0.081,0.057,0.033,0.105,1.078,1,1.042,0.22,5453710.35,5444553.62,0.06,NA,0.081,0.064,0.02,0.105,1.08,1,1.06,0.22,NA,NA,FALSE,NR,NR -229,Sato_et_al_2018__B125bt21ny020L2700,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,367.2,438.7,46838.93,2700,1569412.02,39563.77,39563.77,0.074,0.133,0.235,0.074,0.133,0.235,1.198,0.26,1.198,0.26,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -230,Sato_et_al_2018__B125bt21ny030L2700,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,367.2,438.7,46838.93,2700,1627601.38,36224.65,36224.65,0.087,0.078,0.212,0.087,0.078,0.212,1.181,0.125,1.181,0.125,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -231,Sato_et_al_2018__B125bt21ny040L2700,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,367.2,438.7,46838.93,2700,1414364.53,30155.77,30155.77,0.081,0.096,0.176,0.081,0.096,0.176,1.169,0.036,1.169,0.036,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -232,Sato_et_al_2018__B125bt21ny020L3000,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,367.2,438.7,46838.93,3000,1384546.45,40237.89,40237.89,0.086,0.116,0.236,0.086,0.116,0.236,1.174,0.276,1.174,0.276,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -233,Sato_et_al_2018__B125bt21ny030L3000,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,367.2,438.7,46838.93,3000,1425874.98,35195.58,35195.58,0.138,0.114,0.259,0.138,0.114,0.259,1.173,0.115,1.173,0.115,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -234,Sato_et_al_2018__B125bt21ny040L3000,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,367.2,438.7,46838.93,3000,2454731.9,28217.2,28217.2,0.086,0.055,0.143,0.086,0.055,0.143,1.235,0.169,1.235,0.169,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -235,Sato_et_al_2018__B125bt21ny020L3300,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,367.2,438.7,46838.93,3300,1246154.41,40171.41,40171.41,0.103,0.113,0.241,0.103,0.113,0.241,1.157,0.308,1.157,0.308,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -236,Sato_et_al_2018__B125bt21ny030L3300,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,367.2,438.7,46838.93,3300,1121789.26,33523.13,33523.13,0.087,0.124,0.199,0.087,0.124,0.199,1.148,0.222,1.148,0.222,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -237,Sato_et_al_2018__B125bt21ny040L3300,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,367.2,438.7,46838.93,3300,1135409.63,25641.13,25641.13,0.052,0.079,0.123,0.052,0.079,0.123,1.201,0.308,1.201,0.308,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -238,Sato_Mitsui_2016__B125bt21ny030L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,1800,1861264.23,44322.69,44322.69,0.076,0.104,0.274,0.076,0.104,0.274,1.19,0.191,1.19,0.191,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -239,Sato_Mitsui_2016__B125bt21ny040L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,1800,1772694.87,40181.12,40181.12,0.113,0.035,0.171,0.113,0.035,0.171,1.13,0.011,1.13,0.011,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -240,Sato_Mitsui_2016__B125bt21ny050L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,1800,1719560.9,32252.45,32252.45,0.075,0.082,0.148,0.075,0.082,0.148,1.14,0.042,1.14,0.042,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -241,Sato_Mitsui_2016__B125bt21ny060L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.6,Constant,0,STKR400,245,405.2,454,51686.1,1800,1851961.2,23063.43,23063.43,0.047,0.061,0.107,0.047,0.061,0.107,1.225,0.089,1.225,0.089,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -242,Sato_Mitsui_2016__B125bt21ny020L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,405.2,454,51686.1,2100,1666838,50174.71,50174.71,0.094,0.14,0.281,0.094,0.14,0.281,1.129,0.265,1.129,0.265,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -243,Sato_Mitsui_2016__B125bt21ny030L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,2100,1529470.78,45749.29,45749.29,0.117,0.049,0.219,0.117,0.049,0.219,1.113,0.067,1.113,0.067,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -244,Sato_Mitsui_2016__B125bt21ny040L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2100,1332021.03,38025.59,38025.59,0.09,0.084,0.167,0.09,0.084,0.167,1.13,0.114,1.13,0.114,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -245,Sato_Mitsui_2016__B125bt21ny050L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,2100,1601633.83,27792.95,27792.95,0.052,0.074,0.125,0.052,0.074,0.125,1.21,0.083,1.21,0.083,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -246,Sato_Mitsui_2016__B125bt21ny020L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,405.2,454,51686.1,2400,1472270.15,48403.69,48403.69,0.124,0.122,0.281,0.124,0.122,0.281,1.119,0.263,1.119,0.263,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -247,Sato_Mitsui_2016__B125bt21ny030L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,2400,1406642.68,41464.61,41464.61,0.115,0.126,0.213,0.115,0.126,0.213,1.132,0.299,1.132,0.299,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -248,Sato_Mitsui_2016__B125bt21ny040L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2400,1415661.07,34271.87,34271.87,0.059,0.105,0.161,0.059,0.105,0.161,1.162,0.059,1.162,0.059,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -249,Sato_Mitsui_2016__B150bt17ny030L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Constant,0,STKR400,245,386.7,459.1,103928.72,2400,2957318.99,86832.83,86832.83,0.155,0.13,0.265,0.155,0.13,0.265,1.156,0.206,1.156,0.206,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -250,Sato_Mitsui_2016__B150bt17ny040L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.4,Constant,0,STKR400,245,386.7,459.1,103928.72,2400,3207151.79,67977.14,67977.14,0.079,0.127,0.195,0.079,0.127,0.195,1.188,0.081,1.188,0.081,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -251,Sato_Mitsui_2016__B150bt17ny020L2900,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.2,Constant,0,STKR400,245,386.7,459.1,103928.72,2900,2399953.57,87661.52,87661.52,0.208,0.18,0.294,0.208,0.18,0.294,1.166,0.724,1.166,0.724,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -252,Sato_Mitsui_2016__B150bt17ny030L2900,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Constant,0,STKR400,245,386.7,459.1,103928.72,2900,2471954.46,74594.57,74594.57,0.099,0.139,0.249,0.099,0.139,0.249,1.172,0.017,1.172,0.017,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -253,Sato_Mitsui_2017__B125bt21ny020L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2429457.11,44089.96,44089.96,0.048,0.155,0.161,0.048,0.155,0.161,1.228,0.444,1.228,0.444,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -254,Sato_Mitsui_2017__B125bt21ny030L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2321753.32,40686.59,40686.59,0.056,0.091,0.155,0.056,0.091,0.155,1.22,0.311,1.22,0.311,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -255,Sato_Mitsui_2017__B125bt21ny040L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2383134.89,36522.11,36522.11,0.077,0.052,0.14,0.077,0.052,0.14,1.161,0.239,1.161,0.239,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -256,Sato_Mitsui_2017__B125bt21ny050L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2324185.24,28945.61,28945.61,0.077,0.082,0.119,0.077,0.082,0.119,1.196,0.636,1.196,0.636,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -257,Sato_Mitsui_2017__B125bt21ny020L3200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,411.6,443.1,52502.46,3200,2263163.48,43774.63,43774.63,0.059,0.154,0.19,0.059,0.154,0.19,1.224,0.392,1.224,0.392,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -258,Sato_Mitsui_2017__B125bt21ny030L3200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,3200,2242713.21,38457.68,38457.68,0.061,0.091,0.176,0.061,0.091,0.176,1.24,0.258,1.24,0.258,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -259,Sato_Mitsui_2017__B125bt21ny040L3200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,3200,2210541.06,34615.72,34615.72,0.117,0.079,0.16,0.117,0.079,0.16,1.186,0.649,1.186,0.649,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -260,Sato_Mitsui_2017__B125bt21ny030L3600,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,3600,1983052.76,45534.88,45534.88,0.094,0.102,0.204,0.094,0.102,0.204,1.156,0.333,1.156,0.333,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 -261,Sato_Mitsui_2017__B125bt21ny040L3600,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,3600,1969566.97,36386.65,36386.65,0.096,0.122,0.175,0.096,0.122,0.175,1.17,0.509,1.17,0.509,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -262,Sato_Mitsui_2017__B125bt21ny030L4200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,4200,1504025,39727.97,39727.97,0.102,0.156,0.209,0.102,0.156,0.209,1.136,0.487,1.136,0.487,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -263,Sato_Mitsui_2017__B125bt21ny040L4200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,4200,1517402.9,29885.06,29885.06,0.059,0.117,0.125,0.059,0.117,0.125,1.169,0.604,1.169,0.604,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 -264,Sato_Mitsui_2017__B125bt21ny040L1800C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,1800,2465783.74,70307.15,64048.86,0.045,NA,0.074,0.048,0.005,0.075,1.502,0.974,1.278,0.794,70307.15,64098.75,0.045,NA,0.074,0.049,0,0.075,1.5,0.97,1.28,0.79,NA,NA,TRUE,35.2742,137.016 -265,Sato_Mitsui_2017__B125bt21ny050L1800C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,1800,2625804.5,69678.22,55255.56,0.037,0.003,0.065,0.043,NA,0.064,1.52,0.623,1.394,0.977,70146.3,47337.38,0.037,0.001,0.065,0.022,0.883,0.064,1.51,0.62,1.63,0.98,NA,NA,TRUE,35.2742,137.016 -266,Sato_Mitsui_2017__B125bt21ny060L1800C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.6,Constant,0,STKR400,245,405.2,454,51686.1,1800,2697023.47,62166.67,56892.75,0.031,NA,0.054,0.032,NA,0.053,1.454,0.94,1.299,0.962,62166.67,56892.75,0.031,NA,0.054,0.032,NA,0.053,1.45,0.94,1.3,0.96,NA,NA,TRUE,35.2742,137.016 -267,Sato_Mitsui_2017__B125bt21ny040L2100C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2100,2335139.45,78055.63,74741.78,0.056,NA,0.09,0.059,NA,0.091,1.614,0.988,1.452,1,78055.63,24655.01,0.056,NA,0.09,0.043,NA,0.091,1.61,0.99,4.4,1,NA,NA,TRUE,35.2742,137.016 -268,Sato_Mitsui_2017__B125bt21ny050L2100C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,2100,2508614.86,80801.26,56901.64,0.047,NA,0.079,0.054,NA,0.076,1.444,0.993,1.668,0.98,80801.26,38493.71,0.047,NA,0.079,0.04,0.903,0.076,1.44,0.99,2.47,0.98,NA,NA,TRUE,35.2742,137.016 -269,Sato_Mitsui_2017__B125bt21ny030L2400C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,2400,2084557.87,82626.87,74395.18,0.076,0.01,0.118,0.077,NA,0.113,1.71,0.76,1.432,0.926,83227.48,70208.8,0.077,0.004,0.118,0.035,0.328,0.113,1.7,0.76,1.52,0.93,NA,NA,TRUE,35.2742,137.016 -270,Sato_Mitsui_2017__B125bt21ny040L2400C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2400,2321635.77,89648.07,89574.32,0.066,NA,0.105,0.062,NA,0.101,1.62,0.979,1.347,1,89648.07,89574.32,0.066,NA,0.105,0.062,NA,0.101,1.62,0.98,1.35,1,NA,NA,TRUE,35.2742,137.016 -271,Sato_Mitsui_2017__B150bt17ny040L2400C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.4,Constant,0,STKR400,245,386.7,459.1,103928.72,2400,4523546.13,195909.3,193042.31,0.077,NA,0.121,0.077,NA,0.12,1.224,0.92,1.206,0.976,195909.3,193042.31,0.077,NA,0.121,0.077,NA,0.12,1.22,0.92,1.21,0.98,NA,NA,TRUE,35.2742,137.016 -272,Sato_Mitsui_2017__B150bt17ny030L2900C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Constant,0,STKR400,245,386.7,459.1,103928.72,2900,4078580.98,193528.72,212078.62,0.123,NA,0.17,0.114,NA,0.166,1.574,0.937,1.397,1,193528.72,212078.62,0.123,NA,0.17,0.114,NA,0.166,1.57,0.94,1.4,1,NA,NA,TRUE,35.2742,137.016 -273,Sawaizumi_et_al_2012__No.1,Sawaizumi,2011,"Sawaizumi, S., et al. (2011). ""Structural Performance of Cold Press Formed Rectangular Column using 550N/mm2 High Strength Steel (Part 2: Bending test)",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x19,500,500,19,19,35626.34,1356584302,195.14,26.32,6597218,0,Constant,0,JIS2201 5,385,496,654,3272220.13,1014,374628106.6,3585992.38,3725042.42,0.036,0.063,0.068,0.036,NA,0.046,1.042,0.642,1.044,0.913,3350512.45,3725042.42,0.049,0.028,0.068,0.036,NA,0.046,1.12,0.64,1.04,0.91,0.903,2.501,FALSE,NR,NR -274,Sawaizumi_et_al_2012__No.2,Sawaizumi,2011,"Sawaizumi, S., et al. (2011). ""Structural Performance of Cold Press Formed Rectangular Column using 550N/mm2 High Strength Steel (Part 2: Bending test)",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x19,500,500,19,19,35626.34,1356584302,195.14,26.32,6597218,0,Constant,45,JIS2201 5,385,482,651,3179859.08,1014,373093342.4,3437166.35,3656837.94,0.019,0.042,0.045,0.019,NA,0.028,1.057,0.595,1.04,1,3228413.98,3656837.94,0.034,0.008,0.045,0.019,NA,0.028,1.12,0.6,1.04,1,NA,NA,FALSE,NR,NR -275,Sawaizumi_et_al_2012__No.3,Sawaizumi,2011,"Sawaizumi, S., et al. (2011). ""Structural Performance of Cold Press Formed Rectangular Column using 550N/mm2 High Strength Steel (Part 2: Bending test)",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,45,JIS2201 5,385,457,601,4811997.95,1014,368849787.3,4198412.55,4303216.03,0.037,NA,0.048,0.036,0.012,0.056,1.051,1,1.094,0.262,4198412.55,4273908.93,0.037,NA,0.048,0.038,0.007,0.056,1.05,1,1.1,0.26,NA,NA,FALSE,NR,NR -276,Suzuki_2018__H-27-M-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Monotonic,Monotonic,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,30573420.61,243136.43,243136.43,0.008,0.063,0.143,0.008,0.063,0.143,1.136,0,1.136,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 -277,Suzuki_2018__H-27-S-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Symmetric,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,33970288.6,310595.02,292353.12,0.01,0.018,0.042,0.011,0.028,0.044,1.045,0.058,1.143,0.012,294429.59,281281.39,0.014,0.011,0.042,0.017,0.017,0.044,1.1,0.06,1.19,0.01,0.238,0.211,FALSE,45.5033,-73.576 -278,Suzuki_2018__H-27-C1-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,29258832.56,309153.15,NA,0.006,0.064,0.08,NA,NA,NA,1.052,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,0.158,0.151,FALSE,45.5033,-73.576 -279,Suzuki_2018__H-27-C1-V,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.15,Varying,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,25869631.94,258186.26,NA,0.018,0.075,0.086,NA,NA,NA,1.073,0.295,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 -280,Suzuki_2018__H-27-C2-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,28195797.37,279826.26,NA,0.002,0.063,0.058,NA,NA,NA,1.139,0.288,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,0.252,0.222,FALSE,45.5033,-73.576 -281,Suzuki_2018__H-27-C2-V,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.15,Varying,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,21169985.18,278613.51,NA,0.009,0.087,0.096,NA,NA,NA,0.997,0.178,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 -282,Suzuki_2018__H-19-S-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Symmetric,Cold,1,HSS-305x305x16,305,305,16,16,17836.74,244144476,116.99,19.06,2006552,0.3,Constant,0,A500 Gr. B,315,331.7,425.6,665573.3,1825,53635283.09,603950.82,572412.85,0.02,0.035,0.072,0.02,0.027,0.056,1.061,0.211,1.047,0.047,572412.85,555900.09,0.027,0.018,0.072,0.025,0.019,0.056,1.12,0.21,1.08,0.05,0.568,0.575,FALSE,45.5033,-73.576 -283,Suzuki_2018__H-19-C1-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-305x305x16,305,305,16,16,17836.74,244144476,116.99,19.06,2006552,0.3,Constant,0,A500 Gr. B,315,331.7,425.6,665573.3,1825,52228360.97,624043.78,NA,0.048,0.078,0.148,NA,NA,NA,1.058,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,0.502,0.458,FALSE,45.5033,-73.576 -284,Suzuki_2018__H-19-C1-V,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-305x305x16,305,305,16,16,17836.74,244144476,116.99,19.06,2006552,0.15,Varying,0,A500 Gr. B,315,331.7,425.6,665573.3,1825,47437331.69,476471.53,NA,0.051,0.063,0.132,NA,NA,NA,1.079,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 \ No newline at end of file +Japan, pp. 549�550.",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-600x600x32,600,600,32,32,70066.97,3703775745,229.91,18.75,15502336,0,Constant,45,JIS2201 5,385,456,615,7069065.22,3500,607928858.8,7634105.15,7812137.17,0.046,NA,0.059,0.029,NA,0.042,1.139,0.995,1.101,1,7634105.15,7812137.17,0.046,NA,0.059,0.029,NA,0.042,1.14,0.99,1.1,1,NA,NA,FALSE,NR,NR +223,Nakajima_et_al_2009__L-T16-0,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x16,460,460,16,16,27756.74,901500733.7,180.22,28.75,4733312,0,Constant,0,SA440,440,481,610,2276723.07,3000,194945911.1,2313787.13,2395055.87,0.064,NA,0.076,0.018,0.134,0.058,1.142,0.749,1.081,0.795,2369041.14,2120331.66,0.06,0.017,0.076,0.046,0.005,0.058,1.12,0.75,1.22,0.8,1.065,1.02,FALSE,NR,NR +224,Nakajima_et_al_2009__L-T25-0,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x25,460,460,25,25,41890.49,1298414311,176.06,18.4,7103750,0,Constant,0,SA440,440,474,615,3367177.5,3000,223379286.2,3925740.98,4165764.73,0.094,NA,0.111,0.054,NA,0.073,1.118,0.866,1.068,1,3925740.98,4165764.73,0.094,NA,0.111,0.054,NA,0.073,1.12,0.87,1.07,1,3.367,4.257,FALSE,NR,NR +225,Nakajima_et_al_2009__L-T40-0,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x40,460,460,40,40,63079.64,1813913392,169.58,11.5,10616000,0,Constant,0,SA440,440,501,654,5318616,3000,301532817.5,6357312.36,6190178.64,0.093,0.047,0.136,0.062,NA,0.083,1.085,0.527,1.084,1,6274044.16,6190178.64,0.102,0.028,0.136,0.062,NA,0.083,1.1,0.53,1.08,1,5,2.617,FALSE,NR,NR +226,Nakajima_et_al_2009__L-T16-45,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x16,460,460,16,16,27756.74,901500733.7,180.22,28.75,4733312,0,Constant,45,SA440,440,481,610,2276723.07,3000,173785367.3,2134406.63,2329858.33,0.079,NA,0.092,0.031,NA,0.044,1.148,0.835,1.04,0.917,2134406.63,2329858.33,0.079,NA,0.092,0.031,NA,0.044,1.15,0.83,1.04,0.92,NA,NA,FALSE,NR,NR +227,Nakajima_et_al_2009__L-T25-45,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x25,460,460,25,25,41890.49,1298414311,176.06,18.4,7103750,0,Constant,45,SA440,440,474,615,3367177.5,3000,239731550.8,3594497.5,3731438.2,0.056,NA,0.071,0.035,NA,0.05,1.139,0.853,1.123,1,3594497.5,3731438.2,0.056,NA,0.071,0.035,NA,0.05,1.14,0.85,1.12,1,NA,NA,FALSE,NR,NR +228,Nakajima_et_al_2009__L-T40-45,Nakajima,2008,"Nakajima, Y., et al. (2009). ""Plastic Deformation of High Strength 590N/mm2 Cold Press-Formed Rectangular Column""",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-460x460x40,460,460,40,40,63079.64,1813913392,169.58,11.5,10616000,0,Constant,45,SA440,440,501,654,5318616,3000,255689918.4,5453710.35,5557162.73,0.06,NA,0.081,0.057,0.033,0.105,1.078,1,1.042,0.22,5453710.35,5444553.62,0.06,NA,0.081,0.064,0.02,0.105,1.08,1,1.06,0.22,NA,NA,FALSE,NR,NR +229,Sato_et_al_2018__B125bt21ny020L2700,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,367.2,438.7,46838.93,2700,1569412.02,39563.77,39563.77,0.074,0.133,0.235,0.074,0.133,0.235,1.198,0.26,1.198,0.26,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +230,Sato_et_al_2018__B125bt21ny030L2700,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,367.2,438.7,46838.93,2700,1627601.38,36224.65,36224.65,0.087,0.078,0.212,0.087,0.078,0.212,1.181,0.125,1.181,0.125,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +231,Sato_et_al_2018__B125bt21ny040L2700,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,367.2,438.7,46838.93,2700,1414364.53,30155.77,30155.77,0.081,0.096,0.176,0.081,0.096,0.176,1.169,0.036,1.169,0.036,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +232,Sato_et_al_2018__B125bt21ny020L3000,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,367.2,438.7,46838.93,3000,1384546.45,40237.89,40237.89,0.086,0.116,0.236,0.086,0.116,0.236,1.174,0.276,1.174,0.276,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +233,Sato_et_al_2018__B125bt21ny030L3000,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,367.2,438.7,46838.93,3000,1425874.98,35195.58,35195.58,0.138,0.114,0.259,0.138,0.114,0.259,1.173,0.115,1.173,0.115,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +234,Sato_et_al_2018__B125bt21ny040L3000,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,367.2,438.7,46838.93,3000,2454731.9,28217.2,28217.2,0.086,0.055,0.143,0.086,0.055,0.143,1.235,0.169,1.235,0.169,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +235,Sato_et_al_2018__B125bt21ny020L3300,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,367.2,438.7,46838.93,3300,1246154.41,40171.41,40171.41,0.103,0.113,0.241,0.103,0.113,0.241,1.157,0.308,1.157,0.308,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +236,Sato_et_al_2018__B125bt21ny030L3300,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,367.2,438.7,46838.93,3300,1121789.26,33523.13,33523.13,0.087,0.124,0.199,0.087,0.124,0.199,1.148,0.222,1.148,0.222,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +237,Sato_et_al_2018__B125bt21ny040L3300,Sato,2018,"Sato. A., et al. (2018). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Double Curvature Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 83, No. 747, 739-749",https://www.jstage.jst.go.jp/article/aijs/83/747/83_739/_article/-char/en,DC,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,367.2,438.7,46838.93,3300,1135409.63,25641.13,25641.13,0.052,0.079,0.123,0.052,0.079,0.123,1.201,0.308,1.201,0.308,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +238,Sato_Mitsui_2016__B125bt21ny030L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,1800,1861264.23,44322.69,44322.69,0.076,0.104,0.274,0.076,0.104,0.274,1.19,0.191,1.19,0.191,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +239,Sato_Mitsui_2016__B125bt21ny040L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,1800,1772694.87,40181.12,40181.12,0.113,0.035,0.171,0.113,0.035,0.171,1.13,0.011,1.13,0.011,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +240,Sato_Mitsui_2016__B125bt21ny050L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,1800,1719560.9,32252.45,32252.45,0.075,0.082,0.148,0.075,0.082,0.148,1.14,0.042,1.14,0.042,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +241,Sato_Mitsui_2016__B125bt21ny060L1800,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.6,Constant,0,STKR400,245,405.2,454,51686.1,1800,1851961.2,23063.43,23063.43,0.047,0.061,0.107,0.047,0.061,0.107,1.225,0.089,1.225,0.089,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +242,Sato_Mitsui_2016__B125bt21ny020L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,405.2,454,51686.1,2100,1666838,50174.71,50174.71,0.094,0.14,0.281,0.094,0.14,0.281,1.129,0.265,1.129,0.265,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +243,Sato_Mitsui_2016__B125bt21ny030L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,2100,1529470.78,45749.29,45749.29,0.117,0.049,0.219,0.117,0.049,0.219,1.113,0.067,1.113,0.067,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +244,Sato_Mitsui_2016__B125bt21ny040L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2100,1332021.03,38025.59,38025.59,0.09,0.084,0.167,0.09,0.084,0.167,1.13,0.114,1.13,0.114,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +245,Sato_Mitsui_2016__B125bt21ny050L2100,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,2100,1601633.83,27792.95,27792.95,0.052,0.074,0.125,0.052,0.074,0.125,1.21,0.083,1.21,0.083,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +246,Sato_Mitsui_2016__B125bt21ny020L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,405.2,454,51686.1,2400,1472270.15,48403.69,48403.69,0.124,0.122,0.281,0.124,0.122,0.281,1.119,0.263,1.119,0.263,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +247,Sato_Mitsui_2016__B125bt21ny030L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,2400,1406642.68,41464.61,41464.61,0.115,0.126,0.213,0.115,0.126,0.213,1.132,0.299,1.132,0.299,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +248,Sato_Mitsui_2016__B125bt21ny040L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2400,1415661.07,34271.87,34271.87,0.059,0.105,0.161,0.059,0.105,0.161,1.162,0.059,1.162,0.059,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +249,Sato_Mitsui_2016__B150bt17ny030L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Constant,0,STKR400,245,386.7,459.1,103928.72,2400,2957318.99,86832.83,86832.83,0.155,0.13,0.265,0.155,0.13,0.265,1.156,0.206,1.156,0.206,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +250,Sato_Mitsui_2016__B150bt17ny040L2400,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.4,Constant,0,STKR400,245,386.7,459.1,103928.72,2400,3207151.79,67977.14,67977.14,0.079,0.127,0.195,0.079,0.127,0.195,1.188,0.081,1.188,0.081,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +251,Sato_Mitsui_2016__B150bt17ny020L2900,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.2,Constant,0,STKR400,245,386.7,459.1,103928.72,2900,2399953.57,87661.52,87661.52,0.208,0.18,0.294,0.208,0.18,0.294,1.166,0.724,1.166,0.724,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +252,Sato_Mitsui_2016__B150bt17ny030L2900,Sato & Mitsui,2016,"Sato, A. & Mitsui, K. (2016). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Monotonic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 81, No. 729, 1933-1943",https://www.jstage.jst.go.jp/article/aijs/82/735/82_701/_article/-char/en,CF,3,Monotonic,Monotonic,NR,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Constant,0,STKR400,245,386.7,459.1,103928.72,2900,2471954.46,74594.57,74594.57,0.099,0.139,0.249,0.099,0.139,0.249,1.172,0.017,1.172,0.017,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +253,Sato_Mitsui_2017__B125bt21ny020L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2429457.11,44089.96,44089.96,0.048,0.155,0.161,0.048,0.155,0.161,1.228,0.444,1.228,0.444,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +254,Sato_Mitsui_2017__B125bt21ny030L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2321753.32,40686.59,40686.59,0.056,0.091,0.155,0.056,0.091,0.155,1.22,0.311,1.22,0.311,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +255,Sato_Mitsui_2017__B125bt21ny040L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2383134.89,36522.11,36522.11,0.077,0.052,0.14,0.077,0.052,0.14,1.161,0.239,1.161,0.239,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +256,Sato_Mitsui_2017__B125bt21ny050L2800,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,411.6,443.1,52502.46,2800,2324185.24,28945.61,28945.61,0.077,0.082,0.119,0.077,0.082,0.119,1.196,0.636,1.196,0.636,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +257,Sato_Mitsui_2017__B125bt21ny020L3200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.2,Constant,0,STKR400,245,411.6,443.1,52502.46,3200,2263163.48,43774.63,43774.63,0.059,0.154,0.19,0.059,0.154,0.19,1.224,0.392,1.224,0.392,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +258,Sato_Mitsui_2017__B125bt21ny030L3200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,3200,2242713.21,38457.68,38457.68,0.061,0.091,0.176,0.061,0.091,0.176,1.24,0.258,1.24,0.258,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +259,Sato_Mitsui_2017__B125bt21ny040L3200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,3200,2210541.06,34615.72,34615.72,0.117,0.079,0.16,0.117,0.079,0.16,1.186,0.649,1.186,0.649,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +260,Sato_Mitsui_2017__B125bt21ny030L3600,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,3600,1983052.76,45534.88,45534.88,0.094,0.102,0.204,0.094,0.102,0.204,1.156,0.333,1.156,0.333,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,35.2742,137.016 +261,Sato_Mitsui_2017__B125bt21ny040L3600,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,3600,1969566.97,36386.65,36386.65,0.096,0.122,0.175,0.096,0.122,0.175,1.17,0.509,1.17,0.509,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +262,Sato_Mitsui_2017__B125bt21ny030L4200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,411.6,443.1,52502.46,4200,1504025,39727.97,39727.97,0.102,0.156,0.209,0.102,0.156,0.209,1.136,0.487,1.136,0.487,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +263,Sato_Mitsui_2017__B125bt21ny040L4200,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With Monotonic Antisymmetric Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 732, 267-277",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,DC,6,Monotonic,Monotonic,NR,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,411.6,443.1,52502.46,4200,1517402.9,29885.06,29885.06,0.059,0.117,0.125,0.059,0.117,0.125,1.169,0.604,1.169,0.604,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,TRUE,35.2742,137.016 +264,Sato_Mitsui_2017__B125bt21ny040L1800C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,1800,2465783.74,70307.15,64048.86,0.045,NA,0.074,0.048,0.005,0.075,1.502,0.974,1.278,0.794,70307.15,64098.75,0.045,NA,0.074,0.049,0,0.075,1.5,0.97,1.28,0.79,NA,NA,TRUE,35.2742,137.016 +265,Sato_Mitsui_2017__B125bt21ny050L1800C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,1800,2625804.5,69678.22,55255.56,0.037,0.003,0.065,0.043,NA,0.064,1.52,0.623,1.394,0.977,70146.3,47337.38,0.037,0.001,0.065,0.022,0.883,0.064,1.51,0.62,1.63,0.98,NA,NA,TRUE,35.2742,137.016 +266,Sato_Mitsui_2017__B125bt21ny060L1800C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.6,Constant,0,STKR400,245,405.2,454,51686.1,1800,2697023.47,62166.67,56892.75,0.031,NA,0.054,0.032,NA,0.053,1.454,0.94,1.299,0.962,62166.67,56892.75,0.031,NA,0.054,0.032,NA,0.053,1.45,0.94,1.3,0.96,NA,NA,TRUE,35.2742,137.016 +267,Sato_Mitsui_2017__B125bt21ny040L2100C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2100,2335139.45,78055.63,74741.78,0.056,NA,0.09,0.059,NA,0.091,1.614,0.988,1.452,1,78055.63,24655.01,0.056,NA,0.09,0.043,NA,0.091,1.61,0.99,4.4,1,NA,NA,TRUE,35.2742,137.016 +268,Sato_Mitsui_2017__B125bt21ny050L2100C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.5,Constant,0,STKR400,245,405.2,454,51686.1,2100,2508614.86,80801.26,56901.64,0.047,NA,0.079,0.054,NA,0.076,1.444,0.993,1.668,0.98,80801.26,38493.71,0.047,NA,0.079,0.04,0.903,0.076,1.44,0.99,2.47,0.98,NA,NA,TRUE,35.2742,137.016 +269,Sato_Mitsui_2017__B125bt21ny030L2400C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.3,Constant,0,STKR400,245,405.2,454,51686.1,2400,2084557.87,82626.87,74395.18,0.076,0.01,0.118,0.077,NA,0.113,1.71,0.76,1.432,0.926,83227.48,70208.8,0.077,0.004,0.118,0.035,0.328,0.113,1.7,0.76,1.52,0.93,NA,NA,TRUE,35.2742,137.016 +270,Sato_Mitsui_2017__B125bt21ny040L2400C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-125x125x6,125,125,6,6,2763.29,6420862.81,48.2,20.83,127557,0.4,Constant,0,STKR400,245,405.2,454,51686.1,2400,2321635.77,89648.07,89574.32,0.066,NA,0.105,0.062,NA,0.101,1.62,0.979,1.347,1,89648.07,89574.32,0.066,NA,0.105,0.062,NA,0.101,1.62,0.98,1.35,1,NA,NA,TRUE,35.2742,137.016 +271,Sato_Mitsui_2017__B150bt17ny040L2400C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.4,Constant,0,STKR400,245,386.7,459.1,103928.72,2400,4523546.13,195909.3,193042.31,0.077,NA,0.121,0.077,NA,0.12,1.224,0.92,1.206,0.976,195909.3,193042.31,0.077,NA,0.121,0.077,NA,0.12,1.22,0.92,1.21,0.98,NA,NA,TRUE,35.2742,137.016 +272,Sato_Mitsui_2017__B150bt17ny030L2900C,Sato & Mitsui,2017,"Sato, A. & Mitsui, K. (2017). ""Experimental Study on Square Steel Tubular Columns Under Compressive Axial Force With One End Cyclic Bending Moment"", Journal of Structural and Construction Engineering AIJ, Vol. 82, No. 735, 701-711",https://www.jstage.jst.go.jp/article/aijs/82/732/82_267/_article/-char/en,CF,3,Cyclic,Symmetric,Cold,NR,HSS-150x150x9,150,150,9,9,4867.41,15829024.54,57.03,16.67,268758,0.3,Constant,0,STKR400,245,386.7,459.1,103928.72,2900,4078580.98,193528.72,212078.62,0.123,NA,0.17,0.114,NA,0.166,1.574,0.937,1.397,1,193528.72,212078.62,0.123,NA,0.17,0.114,NA,0.166,1.57,0.94,1.4,1,NA,NA,TRUE,35.2742,137.016 +273,Sawaizumi_et_al_2012__No.1,Sawaizumi,2011,"Sawaizumi, S., et al. (2011). ""Structural Performance of Cold Press Formed Rectangular Column using 550N/mm2 High Strength Steel (Part 2: Bending test)",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x19,500,500,19,19,35626.34,1356584302,195.14,26.32,6597218,0,Constant,0,JIS2201 5,385,496,654,3272220.13,1014,374628106.6,3585992.38,3725042.42,0.036,0.063,0.068,0.036,NA,0.046,1.042,0.642,1.044,0.913,3350512.45,3725042.42,0.049,0.028,0.068,0.036,NA,0.046,1.12,0.64,1.04,0.91,0.903,2.501,FALSE,NR,NR +274,Sawaizumi_et_al_2012__No.2,Sawaizumi,2011,"Sawaizumi, S., et al. (2011). ""Structural Performance of Cold Press Formed Rectangular Column using 550N/mm2 High Strength Steel (Part 2: Bending test)",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x19,500,500,19,19,35626.34,1356584302,195.14,26.32,6597218,0,Constant,45,JIS2201 5,385,482,651,3179859.08,1014,373093342.4,3437166.35,3656837.94,0.019,0.042,0.045,0.019,NA,0.028,1.057,0.595,1.04,1,3228413.98,3656837.94,0.034,0.008,0.045,0.019,NA,0.028,1.12,0.6,1.04,1,NA,NA,FALSE,NR,NR +275,Sawaizumi_et_al_2012__No.3,Sawaizumi,2011,"Sawaizumi, S., et al. (2011). ""Structural Performance of Cold Press Formed Rectangular Column using 550N/mm2 High Strength Steel (Part 2: Bending test)",Not available,3PB,3,Cyclic,Symmetric,Cold,2,HSS-500x500x32,500,500,32,32,57266.97,2049917210,189.2,15.62,10529536,0,Constant,45,JIS2201 5,385,457,601,4811997.95,1014,368849787.3,4198412.55,4303216.03,0.037,NA,0.048,0.036,0.012,0.056,1.051,1,1.094,0.262,4198412.55,4273908.93,0.037,NA,0.048,0.038,0.007,0.056,1.05,1,1.1,0.26,NA,NA,FALSE,NR,NR +276,Suzuki_2018__H-27-M-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Monotonic,Monotonic,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,30573420.61,243136.43,243136.43,0.008,0.063,0.143,0.008,0.063,0.143,1.136,0,1.136,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 +277,Suzuki_2018__H-27-S-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Symmetric,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,33970288.6,310595.02,292353.12,0.01,0.018,0.042,0.011,0.028,0.044,1.045,0.058,1.143,0.012,294429.59,281281.39,0.014,0.011,0.042,0.017,0.017,0.044,1.1,0.06,1.19,0.01,0.238,0.211,FALSE,45.5033,-73.576 +278,Suzuki_2018__H-27-C1-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,29258832.56,309153.15,NA,0.006,0.064,0.08,NA,NA,NA,1.052,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,0.158,0.151,FALSE,45.5033,-73.576 +279,Suzuki_2018__H-27-C1-V,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.15,Varying,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,25869631.94,258186.26,NA,0.018,0.075,0.086,NA,NA,NA,1.073,0.295,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 +280,Suzuki_2018__H-27-C2-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.3,Constant,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,28195797.37,279826.26,NA,0.002,0.063,0.058,NA,NA,NA,1.139,0.288,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,0.252,0.222,FALSE,45.5033,-73.576 +281,Suzuki_2018__H-27-C2-V,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-254x254x9.5,254,254,9.5,9.5,9058.59,89142704.2,99.2,26.74,852297.25,0.15,Varying,0,A500 Gr. B,315,418.3,490.2,356515.94,1525,21169985.18,278613.51,NA,0.009,0.087,0.096,NA,NA,NA,0.997,0.178,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 +282,Suzuki_2018__H-19-S-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Symmetric,Cold,1,HSS-305x305x16,305,305,16,16,17836.74,244144476,116.99,19.06,2006552,0.3,Constant,0,A500 Gr. B,315,331.7,425.6,665573.3,1825,53635283.09,603950.82,572412.85,0.02,0.035,0.072,0.02,0.027,0.056,1.061,0.211,1.047,0.047,572412.85,555900.09,0.027,0.018,0.072,0.025,0.019,0.056,1.12,0.21,1.08,0.05,0.568,0.575,FALSE,45.5033,-73.576 +283,Suzuki_2018__H-19-C1-C,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-305x305x16,305,305,16,16,17836.74,244144476,116.99,19.06,2006552,0.3,Constant,0,A500 Gr. B,315,331.7,425.6,665573.3,1825,52228360.97,624043.78,NA,0.048,0.078,0.148,NA,NA,NA,1.058,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,0.502,0.458,FALSE,45.5033,-73.576 +284,Suzuki_2018__H-19-C1-V,Suzuki & Lignos,2021,"Suzuki, Y., and Lignos, D.G. (2021). ""Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Loading Protocols"", ASCE Journal of Structural Engineering, Vol. 147(4), pp. 04021020",https://doi.org/10.1061/(ASCE)ST.1943-541X.0002963,CF,3,Cyclic,Collapse,Cold,1,HSS-305x305x16,305,305,16,16,17836.74,244144476,116.99,19.06,2006552,0.15,Varying,0,A500 Gr. B,315,331.7,425.6,665573.3,1825,47437331.69,476471.53,NA,0.051,0.063,0.132,NA,NA,NA,1.079,0,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,NA,FALSE,45.5033,-73.576 +NR,DEMO-HSS-001,Demo Investigator et al.,1986,"Demo et al. (2025), J. Struct. Eng.",https://example.org/demo-dataset,Fixed-Fixed,3,Demo value,Symmetric Cyclic,Demo value,Demo value,W14x176,93.75,93.75,3.98,3.98,5686.7,273867041.69,36.3,16.71,1185675.68,0.04,Demo value,2,ASTM A992,220.94,291.31,418.5,604057.52,448.31,38225133.49,711857.44,630666.13,0.01,0.05,0.03,0.01,0.05,0.03,1.06,0.06,0.97,0.06,712346.53,630666.13,0.01,0.04,0.03,0.01,0.06,0.02,1.04,0.11,1.21,0.07,0.35,0.35,Demo value,34.37,-69.77