| 钢管混凝土边框内藏钢板剪力墙振动台试验研究 |
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| 引用本文： | 曹万林,王尧鸿,董宏英,张建伟.钢管混凝土边框内藏钢板剪力墙振动台试验研究[J].地震工程与工程振动,2011,31(2):75-81. |
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| 作者姓名： | 曹万林 王尧鸿 董宏英 张建伟 |
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| 作者单位： | 1. 北京工业大学建筑工程学院,北京,100124;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,北京,100124 |
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| 基金项目： | 国家自然科学基金项目，北京市科技重大项目，北京市高层次人才项目，北京市教委科技计划重点项目 |
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| 摘 要： | 进行了4个钢板剪力墙模型的模拟地震振动台试验,其中2个模型为钢管混凝土边框钢板剪力墙,高宽比分别为1.7和3.2;2个模型为钢管混凝土边框内藏钢板剪力墙,高宽比分别为1.7和3.2.试验中输人Taft地震动,测试了各试件在不同峰值加速度下的时程地震反应和动力特性,分析了剪力墙的破坏特征.研究表明:钢管混凝土边框内藏钢板...
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| 关 键 词： | 钢管混凝土 钢板 剪力墙 振动台试验 抗震性能 |
Shaking table test study on shear walls with concrete-filled steel tube columns and embedded steel-plate |
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| CAO Wanlin,WANG Yaohong,DONG Hongying,ZHANG Jianwei.Shaking table test study on shear walls with concrete-filled steel tube columns and embedded steel-plate[J].Earthquake Engineering and Engineering Vibration,2011,31(2):75-81. |
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| Authors: | CAO Wanlin WANG Yaohong DONG Hongying ZHANG Jianwei |
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| Institution: | CAO Wanlin1,2,WANG Yaohong1,DONG Hongying1,ZHANG Jianwei1(1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China,2.Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,China) |
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| Abstract: | Four steel-plate shear walls were tested on the shaking table.Two of the walls are steel-plate shear walls with concrete-filled steel tube columns and the other two are composite shear walls with concrete-filled steel tube columns and embedded steel-plate.The ratio of height to width is 1.7 and 3.2 respectively.The Taft seismic ground motion was input in the shaking table test.Based on the experiment,dynamic characters,dynamic responses and failure modes of the four specimens in different seismic peak accel... |
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| Keywords: | concrete-filled steel tube steel-plate shear wall shaking table test seismic behavior |
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