| 高轴压比下内藏钢桁架混凝土组合高剪力墙抗震试验研究 |
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| 引用本文： | 范燕飞,曹万林,张建伟,常卫华,王敏.高轴压比下内藏钢桁架混凝土组合高剪力墙抗震试验研究[J].世界地震工程,2007,23(3):18-22. |
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| 作者姓名： | 范燕飞 曹万林 张建伟 常卫华 王敏 |
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| 作者单位： | 北京工业大学,建筑工程学院,北京,100022 |
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| 基金项目： | 国家自然科学基金;北京市属市管高校拔尖创新人才项目 |
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| 摘 要： | 通过对3个1／3缩尺的高剪力墙模型（其中包括1个普通混凝土高剪力墙、1个内藏钢框架组合高剪力墙和1个内藏钢桁架组合高剪力墙）的抗震性能试验研究，探讨了不同组合形式剪力墙的承载力、刚度及其退化过程、延性、滞回特性及破坏特征。试验表明：内藏钢框架混凝土组合高剪力墙和内藏钢桁架混凝土组合高剪力墙的抗震性能比普通混凝土高剪力墙明显提高。
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| 关 键 词： | 钢筋混凝土 钢桁架 轴压比 剪力墙 抗震性能 |
| 文章编号： | 1007-6069（2007）03-0018-05 |
| 修稿时间： | 2007-05-162007-07-12 |
Experimental study on seismic behavior of high RC shear wall with concealed steel truss under axial-load ratio |
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| FAN Yan-fei,CAO Wan-lin,ZHANG Jian-wei,CHANG Wei-hua,WANG Min.Experimental study on seismic behavior of high RC shear wall with concealed steel truss under axial-load ratio[J].World Information On Earthquake Engineering,2007,23(3):18-22. |
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| Authors: | FAN Yan-fei CAO Wan-lin ZHANG Jian-wei CHANG Wei-hua WANG Min |
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| Institution: | The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China |
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| Abstract: | Based upon the experimental study on the seismic behavior of three 1/3 scale high shear walls, including a high shear wall with steel frame, a high shear wall with steel truss and a usual one, the bearing capacity, stiffness and its attenuation, ductility, hysteretic property and failure phenomena of different types of the shear wails with concealed bracing are discussed. The experimental results show that the seismic behavior of the high shear wall with steel frame and the high shear wall with steel truss are obviously improved compared with the usual |
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| Keywords: | one reinforced concrete steel truss axial-load ratio shear wall seismic behavior |
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