钢板剪力墙的分类及性能  

Categorization and Performance of Steel Plate Shear Wall

作　　者：郭彦林[1] 周明[1] 

机构地区：[1]清华大学土木工程系,北京100084

出　　处：《建筑科学与工程学报》2009年第3期1-13,共13页Journal of Architecture and Civil Engineering

基　　金：国家自然科学基金项目(50778101);北京市自然科学基金项目(8092018)

摘　　要：对钢板剪力墙结构进行分类讨论,分析了墙板本身的力学性能、使用性能以及与框架的相互作用;探讨了内嵌钢板与框架栓接或焊接的典型连接方式,并从制作安装、使用性能和对墙板性能的影响3个方面比较了栓接与焊接的优劣;分析了各类钢板剪力墙的特点和适用范围,为设计人员在工程应用中选择恰当的钢板剪力墙类型提供了参考。The structure of steel plate shear wall （SPSW） was discussed according to the categorization. The mechanical behavior, the serviceability, and the interaction between infill steel plate and surrounding steel frame were analyzed. Connecting mode of the infill steel plate and the frame by bolting or welding was discussed. The comparisons between the bolted walls and welded walls were made in three aspects, including the manufacturing, installation and serviceability, overall performance. The characteristic and application scope of SPSW were analyzed, which can help designers select the appropriate types of SPSW in engineering applications.

关 键 词：钢板剪力墙 抗侧力体系 屈曲后性能 拉力场 防屈曲 连接方式 综述 

分 类 号：TU311[建筑科学—结构工程]