Abstract:The finite element (FE) software ANSYS was used to establish the FE analysis model of stainless steel box-section column. Based on the experimental results,the FE model was validated. The FE model was used to investigate the influence of initial geometric imperfection of the plate,width-to-thickness ratio and axial load ratio on the seismic behavior of components,and the differences in seismic behavior of box-section column made of S30408,S22053,Q235 and Q460 were compared and analyzed. Based on the results of FE analysis,the applicability of the limits of width-to-thickness ratio of box-section column in the current GB 50011-2010 for stainless steel box-section columns was discussed,and the quantitative ductility criteria and design suggestions of width-to-thickness ratio for stainless steel box-section column,with different seismic grade,were proposed.
宁克洋 杨璐 班慧勇. 不锈钢箱形截面柱抗震性能研究[J]. 土木工程学报, 2020, 53(4): 23-30, 49.
Ning Keyang Yang Lu Ban Huiyong. Research on seismic behavior of stainless steel box-section column. 土木工程学报, 2020, 53(4): 23-30, 49.