| 设置剪力墙的多层砌体房屋抗震验算的探讨 |
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| 引用本文： | 魏星,高峰,刘立新,梁远森. 设置剪力墙的多层砌体房屋抗震验算的探讨[J]. 郑州大学学报(工学版), 1999, 20(3): 50-53 |
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| 作者姓名： | 魏星 高峰 刘立新 梁远森 |
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| 作者单位： | 1. 郑州工业大学土木建筑工程学院,河南郑州,450002
2. 郑州市建筑工程质量监督站,河南郑州,450000 |
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| 摘 要： | 提出在多层砌体房屋结构体系中，沿房屋高度设置一定数量的钢筋混凝土剪力墙的新型结构体系．剪力墙可以提高砌体房屋的抗侧力强度和延性，拓宽了砌体房屋在抗震区的应用范围．通过理论推导，给出了该种结构体系抗震验算的参考公式，并提出了相应的设计建议．分析结果表明，与普通砌体房屋相比较，设置钢筋混凝土剪力墙的砌体房屋具有较好的抗震性能和变形能力
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| 关 键 词： | 水平地震荷载 水平地震剪力 多层砌体房屋 钢筋混凝土剪力墙 |
| 文章编号： | 1007-6492(1999)03-0050-04 |
| 修稿时间： | 1999-03-10 |
Discussion on Anti-earthquake Design About Multi-storey Masonry Building with R. C. Shear Wall |
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| WEI Xing ,GAO Feng ,LIU Li-xin ,LIANG Yuan-en. Discussion on Anti-earthquake Design About Multi-storey Masonry Building with R. C. Shear Wall[J]. Journal of Zhengzhou University: Eng Sci, 1999, 20(3): 50-53 |
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| Authors: | WEI Xing GAO Feng LIU Li-xin LIANG Yuan-en |
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| Affiliation: | WEI Xing 1,GAO Feng 2,LIU Li-xin 1,LIANG Yuan-en 1 |
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| Abstract: | A new structure system-setting up some R.C.shear walls along the height of the multi-story building is proposed.The shear walls can enhance the building's lateral resistant strength and ductility and broaden the application scope of masonry building in seismic region.Through the theory analyzed,some design suggestions are provided.The result of the design instant demonstrates that the masonry building with R.C.shear walls has better anti-earthquake behavior and anti-deformation capability. |
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| Keywords: | horizontal earthquake load horizontal earthquake shear multiple-story masonry building reinforced concrete shear wall |
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