| 预制钢筋混凝土结构在地震荷载下的往复荷载分析 |
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| 引用本文： | 李运升,陈红鸟.预制钢筋混凝土结构在地震荷载下的往复荷载分析[J].武汉理工大学学报(交通科学与工程版),2011,35(1). |
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| 作者姓名： | 李运升 陈红鸟 |
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| 作者单位： | 中国地质大学(武汉)工程学院,武汉,430074 |
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| 摘 要： | 为了研究预制钢筋混凝土工业结构的地震响应,根据欧洲研究课题组在最新的试验研究中所用的试验原型,建立了SAP2000模型来模拟试验过程.数值模拟将主要研究该结构在不同的地震强度下的往复荷载.数值分析表明,文中的分析模型和方法可以再现试验过程,具有较高的仿真精度,为SAP模型用于分析结构的地震响应提供了依据.
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| 关 键 词： | 钢筋混凝土工业结构 SAP2000 往复载荷分析 地震响应 |
Reciprocating-Load Analysis on Seismic Behavior of Precast R/C Industrial Buildings |
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| Li Yunsheng,Chen Hongniao.Reciprocating-Load Analysis on Seismic Behavior of Precast R/C Industrial Buildings[J].journal of wuhan university of technology(transportation science&engineering),2011,35(1). |
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| Authors: | Li Yunsheng Chen Hongniao |
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| Institution: | Li Yunsheng Chen Hongniao(Faculty of Engineering,China University of Geosciences,Wuhan 100013,China) |
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| Abstract: | Based on SAP2000 models,a reciprocating-load analysis on seismic behaviors of precast R/C industrial buildings subjected to earthquake is presented in this paper.In the numerical analysis,it will mainly study the structure under different seismic intensity of the reciprocating load.It is a continuation of state-of-the-art experimental investigation carried out by a European research project on the seismic behavior of one-storey precast R/C structures.By comparing the numerical results with experimental evid... |
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| Keywords: | R/C industrial buildings SAP2000 reciprocating-load analysis seismic behaviors |
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