钢板混凝土组合剪力墙抗震性能研究  

SEISMIC BEHAVIOR OF COMPOSITE STEEL PLATE SHEAR WALLS

作　　者：宗丽杰[1] 赵滇生[1] 

机构地区：[1]浙江工业大学建筑工程学院,杭州310014

出　　处：《工业建筑》2007年第z1期715-718,共4页Industrial Construction

摘　　要：目前国内对钢板混凝土组合剪力墙结构体系的研究较少,在实际结构中基本不采用,而国外在此领域已有相当的研究。总结国外的研究成果来给我国钢骨混凝土剪力墙结构体系的研究提供借鉴。分析了钢板混凝土组合剪力墙的结构特点和抗震性能特点,总结了国外对此剪力墙的抗震性能研究现状,并解释了美国抗震规范(AISC,1997)对此剪力墙抗震设计的规定。At present,the research of the structure system is rare in China,and the structure system isn't adopted actually,but the field has already been researched sufficiently abroad.These research results provide us with the references of our research on the steel reinforced concrete structure system.Therefore,the structural characteristics and the seismic behaviors of composite steel plate shear walls are presented;the current research on the seismic behavior overseas is studied;and the seismic design rules in the AISC Seismic Provisions(AISC,1997) are explained.

关 键 词：钢板混凝土组合剪力墙 抗剪连接件 抗震性能 滞回曲线 

分 类 号：TU398.9[建筑科学—结构工程]