| 多层单排配筋剪力墙结构模拟地震振动台试验研究 |
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| 引用本文： | 曹万林,杨兴民,张建伟,杨亚彬,董宏英.多层单排配筋剪力墙结构模拟地震振动台试验研究[J].北京工业大学学报,2010,36(11). |
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| 作者姓名： | 曹万林 杨兴民 张建伟 杨亚彬 董宏英 |
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| 作者单位： | 北京工业大学建筑工程学院,北京,100124;北京工业大学建筑工程学院,北京,100124;北京工业大学建筑工程学院,北京,100124;北京工业大学建筑工程学院,北京,100124;北京工业大学建筑工程学院,北京,100124 |
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| 基金项目： | 北京市科技攻关课题，国家十一五科技支撑计划课题，北京市高层次人才资助项目 |
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| 摘 要： | 为了研究多层单排配筋剪力墙住宅结构,分析单排配筋混凝土剪力墙与双排配筋混凝土剪力墙抗震性能的差异,设计制作了一个1∶4缩尺的4层钢筋混凝土剪力墙结构模型,该模型的一侧墙体配筋为双排钢筋,另一侧墙体配筋为单排钢筋.对其进行了模拟地震振动台试验,研究了其动力特性以及不同烈度地震作用下结构的加速度反应、位移反应和破坏形态.试验表明,单排配筋剪力墙平面内的抗震性能好于双排配筋剪力墙,由于单排配筋翼缘和腹板的共同工作,其平面外性能与双排配筋剪力墙差异不大,单排配筋剪力墙可用于7度和8度区多层剪力墙住宅结构的抗震设计.
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| 关 键 词： | 双向单排配筋 混凝土剪力墙结构 抗震性能 模拟地震振动台试验 |
Earthquake Simulation Shaking Table Test of Multi-story RC Shear Wall Structure With Single Row of Steel Bars |
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| CAO Wan-lin,YANG Xing-min,ZHANG Jian-wei,YANG Ya-bin,DONG Hong-ying.Earthquake Simulation Shaking Table Test of Multi-story RC Shear Wall Structure With Single Row of Steel Bars[J].Journal of Beijing Polytechnic University,2010,36(11). |
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| Authors: | CAO Wan-lin YANG Xing-min ZHANG Jian-wei YANG Ya-bin DONG Hong-ying |
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| Affiliation: | CAO Wan-lin,YANG Xing-min,ZHANG Jian-wei,YANG Ya-bin,DONG Hong-ying(College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China) |
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| Abstract: | In order to conduct research on the residential structures of multi-story RC shear wall with single row of steel bars and make comparative study on the seismic performance of RC shear walls with single row of steel bars and that with double rows of steel bars,an experiment has been introduced in the paper,in which an earthquake simulation shaking table test has been applied to a 4-story model of 1/4 scale.In the model,bi-directional steel bars of double rows have been designed to one side while those of sin... |
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| Keywords: | bi-directional single row of steel bars RC shear wall structure seismic performance earthquake simulation shaking table test |
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