| 高性能混凝土剪力墙结构基于位移的抗震设计试验研究 |
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| 引用本文： | 杜文东.高性能混凝土剪力墙结构基于位移的抗震设计试验研究[J].科技情报开发与经济,2007,17(20):161-162. |
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| 作者姓名： | 杜文东 |
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| 作者单位： | 山西师范大学,山西临汾,041000 |
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| 摘 要： | 通过高强混凝土剪力墙的试验结果与计算结果的对比分析,证实了剪力墙截面曲率延性系数计算方法的可靠性和有效性,指出利用这种方法,可以通过计算配置剪力墙的横向钢筋,以满足结构对构件延性变形能力的要求。
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| 关 键 词： | 高性能混凝土 剪力墙结构 基于位移的抗震设计 位移延性系数 曲率延性系数 截面变形能力 |
| 文章编号： | 1005-6033（2007）20-0161-02 |
| 收稿时间： | 2007-05-13 |
| 修稿时间： | 2007-05-13 |
The Seismic Design of the High Performance Concrete (HPC)Shearing Wall Based on the Displacement |
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| DU Wen-dong.The Seismic Design of the High Performance Concrete (HPC)Shearing Wall Based on the Displacement[J].Sci-Tech Information Development & Economy,2007,17(20):161-162. |
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| Authors: | DU Wen-dong |
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| Institution: | DU Wen-dong |
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| Abstract: | Through the comparison and analysis of the test results and calculation results of the HPC shearing wall, this paper identifies the reliability and effectiveness of the method for calculating the curve ductility coefficient of the section of the shearing wall, and points out that using this method can meet the needs of the structure on the ductile deformation ability of the components through calculating the lateral reinforcement of the shearing wall. |
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| Keywords: | HPC structure of shearing wall seismic design based on displacement coefficient of displacement ductility coefficient of curve ductility section deformation ability |
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