| 大跨度连续刚构桥的地震反应分析 |
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| 引用本文： | 陈卉卉,贾程.大跨度连续刚构桥的地震反应分析[J].盐城工学院学报(自然科学版),2008,21(2):74-78. |
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| 作者姓名： | 陈卉卉 贾程 |
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| 作者单位： | 1. 解放军理工大学工程兵工程学院,江苏南京,210007
2. 河海大学土木工程学院,江苏南京,210098 |
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| 摘 要： | 以贵州虎跳河特大桥为工程背景，利用有限元程序ANSYS建立动力分析模型，进行连续刚构桥动力特性分析、反应谱分析以及动力时程响应分析。结果表明，不同方向地震波输入对动力时程响应分析影响较大，采用反应谱方法较动力时程响应分析安全。
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| 关 键 词： | 连续刚构桥 地震反应分析 反应谱分析 时程响应分析 |
Seismic Analysis of Long-span Continuous Rigid Frame Bridges |
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| CHEN Hui-hui,JIA Cheng.Seismic Analysis of Long-span Continuous Rigid Frame Bridges[J].Journal of Yancheng Institute of Technology(Natural Science Edition),2008,21(2):74-78. |
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| Authors: | CHEN Hui-hui JIA Cheng |
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| Institution: | 1.Engineering Institute of Engineering Crops,P.L.A University of Science and Technology,Jiangsu Nanjing 210007,China;2.Department of Engineering Mechanics,College of Civil Engineering,Hohai University,Jiangsu Nanjing 210098,China |
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| Abstract: | Taking the under construction approach bridge of Hutiao River large bridge in GuiZhou province as the engineering background,a dynamic model for it is established and modal response analysis,spectrum response analysis and time-history response analysis are made by Finite Element Method.The modeling method and the dynamic results in this paper lead to the conclusion that the response under combination input of shock from different orientations is different,and the spectrum response analysis is more secure than time-history response analysis. |
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| Keywords: | continuous rigid bridge seismic resisting spectrum response analysis time-history response analysis |
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