| 双向单排配筋中高剪力墙抗震性能试验研究 |
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| 引用本文： | 曹万林,殷伟帅,杨兴民,张建伟,孙天兵,吴定燕.双向单排配筋中高剪力墙抗震性能试验研究[J].地震工程与工程振动,2009,29(1). |
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| 作者姓名： | 曹万林 殷伟帅 杨兴民 张建伟 孙天兵 吴定燕 |
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| 作者单位： | 1. 北京工业大学,建筑工程学院,北京,100022;城市与工程安全减灾省部共建教育部重点实验室,北京100124
2. 北京工业大学,建筑工程学院,北京,100022 |
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| 基金项目： | 北京市科技攻关课题(Y060506000007022) |
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| 摘 要： | 双向单排配筋剪力墙结构适用于多层住宅结构。本文进行了1个普通双向双排配筋混凝土中高剪力墙、2个双向单排配筋混凝土中高剪力墙和1个带暗支撑双向单排配筋混凝土中高剪力墙的低周反复荷载试验，以研究双向单排配筋混凝土中高剪力墙的抗震性能及暗支撑对这种新型墙体结构的作用。较系统地分析了其承载力、刚度及其退化过程、延性、耗能、破坏机制和破坏特征等。试验表明，经过合理设计，这种双向单排配筋混凝土中高剪力墙可以满足多层住宅结构抗震要求。
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| 关 键 词： | 双向单排配筋 中高剪力墙 暗支撑 抗震性能 |
Experimental study on seismic performance of medium-height RC shear wall with bi-directional single row of steel bars |
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| CAO Wanlin,YIN Weishuai,YANG Xingmin,ZHANG Jianwei,SUN Tianbing,WU Dingyan.Experimental study on seismic performance of medium-height RC shear wall with bi-directional single row of steel bars[J].Earthquake Engineering and Engineering Vibration,2009,29(1). |
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| Authors: | CAO Wanlin YIN Weishuai YANG Xingmin ZHANG Jianwei SUN Tianbing WU Dingyan |
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| Institution: | 1.The College of Architecture and Civil Engineering;Beijing University of Technology;Beijing 100124;China;2.Key Lab of Urban Security and Disaster Engineering;MOE;China |
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| Abstract: | The RC shear wall with bi-directional single row of steel bars is applicable for multistory residential building.In order to measure the seismic performance of shear walls,a low-frequency quasi-static cyclic loading experimental study on four medium-height shear wall specimens was carried out.Two specimens were medium-height RC shear walls with bi-directional single row of steel bars,one specimen was medium-height RC shear walls with bi-directional single row of steel bars and concealed bracing,and another ... |
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| Keywords: | bi-directional single row of steel bars medium-height shear wall concealed bracing seismic performance |
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