| 单层钢框架结构振动台试验与数值模拟对比分析 |
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| 引用本文： | 谢标辉,颜学渊,魏陆顺.单层钢框架结构振动台试验与数值模拟对比分析[J].广东土木与建筑,2010(11):16-18,15. |
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| 作者姓名： | 谢标辉 颜学渊 魏陆顺 |
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| 作者单位： | 广州大学土木工程学院;福州大学土木工程学院;广州大学工程抗震中心; |
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| 基金项目： | 广州市高校科技计划项目(08C051); 广东省地震工程与应用技术重点实验室开放基金(编号:kzg-004) |
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| 摘 要： | 基于振动台试验结果,采用有限元分析软件ETABS和时程分析法分别模拟单层钢结构模型在不同的地震波及地震加速度峰值条件下的地震反应。在相同加速度峰值的地震波作用下,模型结构的地震反应数值模拟结果与振动台模型试验实测结果吻合良好,证明本文的分析模型及方法是可行的,可作为振动台结构模型试验的辅助工具。
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| 关 键 词： | 振动台试验 数值模拟 时程分析 地震反应分析 |
Comparative Analysis of Monolayer Steel Frame Structures Shaking Table Test and Numerical Simulation |
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| Xie Biaohui Yan Xueyuan Wei Lushun.Comparative Analysis of Monolayer Steel Frame Structures Shaking Table Test and Numerical Simulation[J].Guangdong Architecture Civil Engineering,2010(11):16-18,15. |
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| Authors: | Xie Biaohui Yan Xueyuan Wei Lushun |
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| Affiliation: | Xie Biaohui Yan Xueyuan Wei Lushun(1、School of Civil Engineering,Guangzhou University Guangzhou 510006,China;2、School of Civil Engineering,Fuzhou University Fuzhou 350108,China;3、Earthquake Engineering Research and Test Center,Guangzhou University Guangzhou 510006,China) |
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| Abstract: | Base on the results of the shaking table test,this paper uses finite element analysis software of ETABS to simulate seismic response of the monolayer steel structure model with the different seismic and peak acceleration by time history analysis method.The measured results are in good agreement with the theoretical calculation,and it shows that this paper adopted the analysis model and method is feasible,it can be used as a shaking table structure model experiment analysis tool. |
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| Keywords: | shaking table test numerical simulation time-history analysis seismic response analysis |
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