| 框架结构基础隔震反应分析 |
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| 引用本文： | 武建立.框架结构基础隔震反应分析[J].山西建筑,2008,34(28). |
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| 作者姓名： | 武建立 |
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| 作者单位： | 太原市建筑工程总公司,山西,太原,030001 |
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| 摘 要： | 借助大型有限元分析软件SAP2000,对某高层框架结构进行了基础隔震与基础固定的地震反应时程分析,通过对比基础隔震与基础固定在同一地震输入下的反应,讨论了两种结构模型的位移、加速度、层间变位角和层间剪力.
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| 关 键 词： | 框架结构 基础隔震 地震反应 |
The basic shock isolation response analysis of frame structure |
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| WU Jian-li.The basic shock isolation response analysis of frame structure[J].Shanxi Architecture,2008,34(28). |
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| Authors: | WU Jian-li |
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| Abstract: | Using the large finite element analysis software SAP2000,it makes the basic shock isolation and basis fix shock response temporal analysis to the high level frame structure.Through comparing the response of basic shock isolation and basis fix in the same shock input,it discusses the displacement,acceleration,the interlayer deflection angle and shear stress of the two structural models. |
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| Keywords: | frame structure basic shock isolation shock response |
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