| 底框——抗震墙结构开洞墙体侧向刚度算法比较 |
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| 引用本文： | 李志伟.底框——抗震墙结构开洞墙体侧向刚度算法比较[J].山西建筑,2008,34(25). |
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| 作者姓名： | 李志伟 |
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| 作者单位： | 北京交通大学土木建筑工程学院,北京,100044 |
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| 摘 要： | 通过结构模型试验及课题研究,指出了墙体侧向刚度对底框-抗震墙结构抗震性能的影响,分析了各种计算侧向刚度的方法,通过对各种方法优缺点的总结,提出了一个带洞墙体侧向刚度的简化计算方法,大量算例证明了该方法的准确性.
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| 关 键 词： | 底框-抗震墙结构 开洞墙体 侧向刚度 计算方法 |
Compare with under frame anti-shake wall structure opening the hole wall lateral rigidity algorithm |
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| LI Zhi-wei.Compare with under frame anti-shake wall structure opening the hole wall lateral rigidity algorithm[J].Shanxi Architecture,2008,34(25). |
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| Authors: | LI Zhi-wei |
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| Abstract: | According to research problem and structure model test,it indicates the influence of wall lateral rigidity to under frame anti-shake capability,analyzes every kind of method of calculating lateral rigidity,according to summarize advantage and disadvantage of every kind of method,it puts forward a simplified calculating method of bringing the hole wall lateral rigidity,a lot of calculating examples prove the accuration of this method. |
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| Keywords: | under frame anti-shake wall structure opening the hole wall lateral rigidity calculating method |
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