| 房屋底框混合结构的抗震设计分析 |
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| 引用本文： | 徐建民.房屋底框混合结构的抗震设计分析[J].地震研究,2004,27(1):94-97. |
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| 作者姓名： | 徐建民 |
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| 作者单位： | 林业部林产工业规划设计院厦门分院,福建厦门,250000 |
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| 摘 要： | 房屋底层框架混合结构具有较为灵活的底层空间和相对低廉的造价，在中国广大乡镇建设中使用普遍。但有关计算方法一直存在不同见解。作者结合抗震规范(GBJ11-89)正文简称《规范》]对有关问题作了鞍详细地分析说明，并提出了较为合理的构件计算方法。
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| 关 键 词： | 底框结构 抗震墙 偏心受拉构件 倾覆力矩 |
Analysis of Aseismic Design Used for Compound Houses with Frameworks Fabricating Ground Floor |
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| Xu Jianmin.Analysis of Aseismic Design Used for Compound Houses with Frameworks Fabricating Ground Floor[J].Journal of Seismological Research,2004,27(1):94-97. |
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| Authors: | Xu Jianmin |
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| Abstract: | Because the frameworks fabricating ground floor contributes to its fairly open space and low expense,it has been widely used in towns and countries in China. But there are different opinions about some calculating methods. In this the paper, the author elaborates on some related questions with the help of the Aseismic standard (GBJ11-89) and introduces more reasonable calculating methods to building members in aseismic design. |
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| Keywords: | frameworks fabricating ground floor aseismic wall eccentric tensile member topple moment |
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