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钢板剪力墙的发展与研究现状
引用本文:郭彦林,董全利. 钢板剪力墙的发展与研究现状[J]. 钢结构, 2005, 20(1): 1-6
作者姓名:郭彦林  董全利
作者单位:清华大学,土木工程系,北京,100084;清华大学,土木工程系,北京,100084
摘    要:介绍了一种新型的高层抗侧力结构体系———钢板剪力墙 ,总结了其在工程上的应用以及在大震中的良好表现。对不同形式的钢板剪力墙 ,即非加劲钢板墙、加劲钢板墙、开竖缝钢板墙、组合钢板墙及低屈服点钢板墙的构造特点及工作性能分别加以说明 ,并介绍它们在实际工程中的应用。概括了加劲和非加劲钢板墙在单向静力荷载和往复荷载下的受力特性及国外相关的设计理论和规范。

关 键 词:钢板剪力墙  滞回曲线  拉力带  防屈曲钢板墙
修稿时间:2004-09-28

RESEARCH AND APPLICATION OF STEEL PLATE SHEAR WALL IN HIGH-RISE BUILDINGS
GUO Yanlin,Dong Quanli. RESEARCH AND APPLICATION OF STEEL PLATE SHEAR WALL IN HIGH-RISE BUILDINGS[J]. Steel Construction, 2005, 20(1): 1-6
Authors:GUO Yanlin  Dong Quanli
Affiliation:Civil Engineering Department of Tsinghua University Beijing 100084
Abstract:Steel plate shear wall(SPSW),as a new lateral force resisting system,is introduced.Research and application of several kinds of SPSWs,namely,unstiffened SPSW,stiffened SPSW,SPSWwith vertical slits,composite steel shear wall and low yield strength(LYS)SPSW,are presented and discussed comprehensively.The characteristics of SPSWs under static and cyclic loads are also analyzed and concluded.The relevant design theories and codes in foreign countries are concisely presented as well.
Keywords:steel plate shear wall(SPSW) hysteretic curve tension field buckling restrained SPSW
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