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型钢混凝土剪力墙抗震性能研究综述
引用本文:郑亮,王献云,杨其伟.型钢混凝土剪力墙抗震性能研究综述[J].北方工业大学学报,2008,20(1):85-89.
作者姓名:郑亮  王献云  杨其伟
作者单位:北方工业大学建筑工程学院,100144,北京;北方工业大学建筑工程学院,100144,北京;北方工业大学建筑工程学院,100144,北京
摘    要:型钢混凝土剪力墙作为高层建筑结构体系中的重要组成部分在我国已得到应用.型钢的加入弥补了普通钢筋混凝土剪力墙延性和抗震性能差的缺点.本文对国内外的新型型钢混凝土剪力墙做了简要介绍,简述了其抗震性能的研究现状,并提出当前型钢混凝土剪力墙研究中还存在的一些问题.

关 键 词:型钢混凝土剪力墙  刚度  延性  抗震性能
收稿时间:2007-04-27
修稿时间:2007年4月27日

The Report on Anti-seismic Qualities of Formed Steel Reinforced Concrete Shear Wall
Zheng Liang,Wang Xianyun,Yang Qiwei.The Report on Anti-seismic Qualities of Formed Steel Reinforced Concrete Shear Wall[J].Journal of North China University of Technology,2008,20(1):85-89.
Authors:Zheng Liang  Wang Xianyun  Yang Qiwei
Abstract:Formed steel concrete shear wall has been used as an important structure in the highrise construction in our country. The embedding of formed steel into the concrete shear walls enhances its durability and anti-seismic qualities. The paper briefly introduces some new types of formed steel concrete shear wall home and abroad and their respective anti-seismic qualities. Finally, some existing problems are mentioned.
Keywords:formed steel reinforced concrete  stiffness  ductility  anti-seismic qualities
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