| 某连续刚构桥地震响应分析 |
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| 引用本文： | 李志强,吴应升.某连续刚构桥地震响应分析[J].西部交通科技,2012(9):50-54. |
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| 作者姓名： | 李志强 吴应升 |
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| 作者单位： | 1. 新疆维吾尔自治区林业规划设计院,新疆乌鲁木齐,830049
2. 广西壮族自治区交通规划勘察设计研究院,广西南宁,530029 |
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| 摘 要： | 文章以某连续刚构桥为例,利用结构分析软件MIDAS CIVIL建立了地震响应计算分析模型,并结合时程分析法对该桥的地震响应进行计算分析,所得结果可为大跨径连续刚构桥的抗震设计提供依据。
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| 关 键 词： | 连续刚构桥 时程分析法 抗震设计 |
Seismic Response Analysis of One Continuous Rigid Frame Bridge |
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| LI Zhi-qiang,WU Ying-sheng.Seismic Response Analysis of One Continuous Rigid Frame Bridge[J].Western China Communication Science & Technology,2012(9):50-54. |
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| Authors: | LI Zhi-qiang WU Ying-sheng |
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| Institution: | 1.Xinjiang Forestry Planning and Design Institute,Urumqi,Xinjiang,830049;2.Guangxi Communications Planning Surveying and Designing Institute,Nanning,Guangxi,530029) |
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| Abstract: | With a continuous rigid frame bridge as the case,the article used the structure analysis software MIDAS CIVIL to build the seismic response computation and analysis model,conducted the computational analysis on the seismic response of such bridge in combination with time history analysis method,and the results can provide the basis for the seismic design of large span continuous rigid frame bridge. |
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| Keywords: | Continuous rigid frame bridge Time history analysis method Seismic design |
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