Shear Resistance Behavior of Steel Plate Shear Wall with Three-Side Connection

摘要：

Static shear resistance behavior of steel plate shear wall (SPSW) with three-side connection was studied using finite element method in this paper. The elastic buckling performance of SPSW with three-side connection was studied,the influence of many coefficients on the elastic behaviour was studied including the elastic buckling strength and coefficients.The influence of depth-to-thickness ratio and span-to-depth ratio on the elasto-plastic behaviour of such shear walls was also researched. The results show that these two indexes are the key parameters to influence the elastic buckling strength of the shear wall; the elastic buckling strength decreases obviously with the depth-to-thickness ratio increases while the span-to-depth ratio is the most important factor to influence the buckling coefficient of SPSW with three-side connection

关键词： Steel plated shear wall Three-side connection Shear resistant behaviour Depth-to-thickness ratio Span-to-depth ratio

作者: Man Xu Yuyin Wang Sumei Zhang

作者单位: School of Civil Engineering,Harbin Institute of Technology,Harbin,150090 China

会议类型: 国际会议

会议名称: The 4th International Symposium on Improvement of Structural Safety for Building Structures(第四届建筑结构安全进展国际会议)

会议地点: 哈尔滨

会议语种:英文

页码: 271-277

在线出版日期: 2008-10-11（万方平台首次上网日期，不代表论文的发表时间）