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带缝钢板剪力墙结构的性能分析
引用本文:李峰,丁磊,李慧.带缝钢板剪力墙结构的性能分析[J].平顶山工学院学报,2009,18(2).
作者姓名:李峰  丁磊  李慧
作者单位:西安建筑科技大学土木学院,陕西,西安,710055
基金项目:陕西省自然科学基金,陕西省教育厅重点实验室科研计划项目 
摘    要:带缝钢板剪力墙作为一种新型的抗侧力构件,有着良好的综合效益.结合国内外部分相关的研究成果,如试件情况,试验结论和影响其性能的因素等,明确阐述了带缝钢板剪力墙结构的性能.

关 键 词:带缝钢板剪力墙  抗侧力构件

Performance analysis of shear wall structure with slit steel plate
LI Feng,DING Lei,LI Hui.Performance analysis of shear wall structure with slit steel plate[J].Journal of Pingdingshan Institute of Technology,2009,18(2).
Authors:LI Feng  DING Lei  LI Hui
Affiliation:LI Feng,DING Lei,LI Hui(School of Civil Engineering,Xi'an University of Architecture , Technology,Xi'an 710055,China)
Abstract:As a new lateral resisting element,steel plate shear wall with vertical slits has favorable integrative benefits.A short summary of the research inside and outside of our country is presented here,including specimen situation,main conclusion and influence factor of behavior,on this basis,the behavior of the steel plate shear wall with slits is summarized.
Keywords:shear wall with slit steel plate  1ateral resisting element  
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