Large-Scale Testing of Steel Portal Frames Comprising Tapered Beams and Columns
暂无分享,去创建一个
[1] Kengo Tagawa,et al. ELASTIC-PLASTIC ULTIMATE STRENGTH OF GABLE TYPED RIGID FRAMES WITH H SHAPED STEEL SECTIONS : (Part III) Experiment on ultimate strength of full scale frame against vertical load , 1983 .
[2] Guo-Qiang Li,et al. Effects of shear deformation on the effective length of tapered columns with I-section for steel portal frames , 2000 .
[3] Wai-Fah Chen,et al. Stability design of semi-rigid frames , 1996 .
[4] G. C. Lee,et al. Shaking Table Tests of Pinned‐Base Steel Gable Frame , 1989 .
[5] Mahen Mahendran,et al. Full Scale Experiments of a Steel Portal Frame Building , 1998 .
[6] J. B. Schleich,et al. Elasto-plastic behaviour of steel frame works , 1993 .
[7] Hiroyuki Shiomi,et al. TESTS ON TAPERED STEEL BEAM-COLUMNS , 1983 .
[8] W. F. Chen,et al. Calibration frames for second-order inelastic analysis in Japan , 1994 .
[9] Mahen Mahendran,et al. Large-scale testing of steel frame structures comprising non-compact sections , 2000 .
[10] Shouji Toma,et al. European calibration frames for second-order inelastic analysis , 1992 .
[11] Ali Abolmaali,et al. End-plate connection moment-rotation relationship , 1987 .
[12] Hiroyuki Shiomi,et al. Strength Formula for Tapered Beam‐Columns , 1984 .