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型钢混凝土剪力墙的抗震性能研究

Research on seismic performance of steel reinforced concrete shear walls

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【作者】 曹万林范燕飞张建伟王新杰王志惠宋义平

【Author】 FAN Yanfei,CAO Wanlin,ZHANG Jianwei,WANG Xinjie,WANG Zhihui,SONG Yiping(The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China)

【机构】 北京工业大学建筑工程学院北京工业大学建筑工程学院 北京100022北京100022

【摘要】 型钢混凝土剪力墙(亦称为SRC剪力墙)是一种新型的剪力墙,其抗弯承载力、抗剪承载力及延性均好于普通剪力墙。本文简要总结了近年来国内外关于型钢混凝土剪力墙抗震研究的成果。在此基础上,进行了较高轴压比下内藏钢桁架混凝土组合高剪力墙的抗震性能试验研究。试验研究表明,内藏钢桁架的存在明显改善了高轴压比下型钢混凝土高剪力墙的抗震性能。

【Abstract】 Steel reinforced concrete shear wall is a new kind of shear walls,which has better flexure,bearing capacity and ductility than usual shear walls.Some achievements have been briefly introduced about recent research of steel reinforced concrete shear walls.Based upon these studies,the experimental study on the seismic performance of high-rise shear walls with concealed steel truss of high axial-load ratio has been done.The experimental results show that the setting of concealed steel truss can obviously improve the seismic performance of high-rise steel reinforced concrete shear wall of high axial-load ratio compared with the usual ones.

【基金】 国家自然科学基金项目(50678010);北京市属市管高校拔尖创新人才基金项目(05004311200501)
  • 【文献出处】 地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2007年02期
  • 【分类号】TU398.9
  • 【被引频次】41
  • 【下载频次】875
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