建筑结构学报2013，Vol.34Issue(1)：61-69,9.
钢板剪力墙抗震性能试验研究
Experimental research on seismic behavior of steel plate shear walls
摘要
Abstract
An experimental research was conducted on seismic behavior of steel plate shear walls, in order to support the design of the Tianjin International Financial Conference Hotel. Three model specimens of four story steel plate shear wall with 1:5 scale were tested under low-cycle reverse load. One specimen with wall panels with openings was designated as SPSW-1, the second one with wall panels without openings was designated as SPSW-2, and the third one with wall panels with openings and an interior column was designated as SPSW-3. [ -shaped and - -shaped stiffeners were attached to wall panels of specimens. The test results show that steel plate shear walls have good strength, ductility and energy dissipation capacity, and the strength and stiffness of steel plate shear walls can be obviously reduced due to openings and improved due to the interior column. Stiffeners can be used to reinforce the openings so that the stiffness and stability of steel plate shear walls can be significantly enhanced.关键词
钢板剪力墙/开洞/加劲肋/拟静力试验/抗震性能Key words
steel plate shear wall/ opening/ stiffener/ quasi-static test/ seismic behavior分类
建筑与水利引用本文复制引用
聂建国,朱力,樊健生,范重,刘学林..钢板剪力墙抗震性能试验研究[J].建筑结构学报,2013,34(1):61-69,9.基金项目
国家科技支撑计划项目(2011BAJ09B01),国家自然科学基金项目(51178246),清华大学自主科研计划项目(20101081766). （2011BAJ09B01）
