Parametric study on ductility behavior of partially concrete-filled steel box-section bridge piers

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[1] Gao, Shengbin
[2] Xu, Minyang
[3] Zhang, Daxu
来源：
Gao, Shengbin (gao_sb@sjtu.edu.cn) | 1600年 / Harbin Institute of Technology卷 / 46期
关键词：
Failure modes - Bridge piers - Finite element method - Numerical models - Box girder bridges - Steel bridges - Numerical methods - Buckling - Elastoplasticity;
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