座屈・耐荷力(柱) (2)

[I-210] Constitutive equation for braces of steel bridges with cyclic plastic hysteresis and analysis of model experiments

*Takemasa Ebisawa¹, Tetsuya Nonaka¹, Kazuya Magoshi², Hiroichi Yoshino², Tadanobu Yamada³, Naoto Hirosawa³ (1. Nagoya Institute of Technology, 2. Earthquake Engineering Research Center Inc., 3. IHI Infrastructure Systems Co.,Ltd.)

Keywords:constitutive equation, multi-axial stress, cyclic plasticity, steel bridge brace