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高墩大跨连续刚构桥的动力特性分析
引用本文:邓鲲.高墩大跨连续刚构桥的动力特性分析[J].交通科技,2008(6).
作者姓名:邓鲲
作者单位:湖南省衡炎高速公路建设开发有限公司,长沙,410000
摘    要:以一座高墩大跨连续刚构桥为研究对象,运用大型通用有限元软件MIDAS建立该桥的空间有限元模型,对其动力特性进行计算分析,获得了该桥的自振频率和振型,为进一步开展结构抗震、抗风和车桥振动研究奠定了一定的基础.

关 键 词:高墩大跨连续刚构桥  薄壁墩  有限元  动力特性

Analysis of Dynamic Characteristics for High Pier-long Span Continual Rigid Frame Bridge
Deng Kun.Analysis of Dynamic Characteristics for High Pier-long Span Continual Rigid Frame Bridge[J].Transportation Science & Technology,2008(6).
Authors:Deng Kun
Institution:Deng Kun(Hunan Hengyan Highway Construction , Development Co.,Ltd.Changsha 410000,China)
Abstract:A rigid frame bridge with high pier-long span was taken as a research project,whose space model was built up by utilizing the finite element program MIDAS.The dynamic property of the bridge was calculated,and the frequencies and mode shapes of the bridge were obtained.The analysis provided theoretical basis for further study of the seismic response,wind response and vehicle-bridge interaction about this bridge.
Keywords:high pier long-span continuous rigid frame bridge  thin-wall pier  finite element analysis  dynamic property  
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