橋梁の耐震(4)／危機耐性(2)

[I-379] Behaviors of steel made variable cross-section column modeled on 3D beams or shell elements under quasi-static loading

〇Yasuhiro Miyazaki¹, Toshihiro Miki² (1.National Institute of Technology, Nagaoka College, 2.Professor Emeritus, Daido University)

Keywords:steel variable cross-section column, quasi-static loading, non-linear finite element analysis, instability