| 高性能混凝土双连梁短肢剪力墙试验研究 |
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| 引用本文： | 李奎明,孙春毅,李杰.高性能混凝土双连梁短肢剪力墙试验研究[J].地震工程与工程振动,2006,26(3):121-123. |
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| 作者姓名： | 李奎明 孙春毅 李杰 |
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| 作者单位： | 同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092 |
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| 基金项目： | 国家十五科技攻关项目(2002BA806B05-2A) |
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| 摘 要： | 提出了高性能混凝土双连梁短肢剪力墙的新型结构形式,并对3片4层1/3缩尺联肢高性能混凝土短肢剪力墙进行了静力试验研究,得出了从加载到破坏整个过程的P-U全曲线,分析了不同连梁形式模型的承载力、刚度、延性、耗能能力以及破坏特征。证明了高性能混凝土双连梁短肢剪力墙的良好抗震性能。
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| 关 键 词： | 短肢剪力墙 双连梁 高性能混凝土 |
| 文章编号： | 1000-1301（2006）03-0121-03 |
| 收稿时间： | 2005-11-11 |
| 修稿时间： | 2005-11-112006-02-15 |
Experimental study on HPC short-leg shear wall with a pair of beams |
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| Li Kuiming,Sun Chunyi,Li Jie.Experimental study on HPC short-leg shear wall with a pair of beams[J].Earthquake Engineering and Engineering Vibration,2006,26(3):121-123. |
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| Authors: | Li Kuiming Sun Chunyi Li Jie |
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| Institution: | School of Civil Engineering, Tongji University, Shanghai 200092, China |
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| Abstract: | The authors put forwards a new structural style-HPC short-leg shear wall with a pair of beams.Through the static tests on three four-story 1/3 scale HPC short-leg shear wall models,they get the whole P-U curves from loading to failure,analyze the bearing capability,stiffness,ductility,energy dissipation and failure phenomena of different types of models, and prove that the seismic performance of short-leg shear wall with a pair of beams is better than the others. |
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| Keywords: | short-leg shear wall a pair of beams HPC |
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