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结构横坡对斜拉桥箱梁剪力滞效应的影响

Influence of Cross Slope to the Shear Lag Effect of Box Girder Used in Cable-stayed Bridge

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【作者】 张玉平李传习谢建湘

【Author】 Zhang Yuping1,Li Chuanxi1,Xie Jianxiang2(1.Changsha University of Science and Technology,School of civil and Construction,Changsha 410076,China;2.Hunan Huanda Road and Bridge Corporation,Changsha 410007,China)

【机构】 长沙理工大学土木与建筑学院湖南环达公路桥梁总公司

【摘要】 基于空间有限元法,以株洲建宁大桥斜拉桥为工程背景,分别建立了斜拉桥成桥状态设置结构横坡和未设置结构横坡的有限元模型,通过计算结果的分析和比较,论证了结构横坡对斜拉桥箱梁剪力滞效应的影响,指出在研究斜拉桥箱梁顶板剪力滞效应时不能忽略横坡的影响。

【Abstract】 On the background of Jianning bridge in Zhuzhou,this paper studied the influence of cross slope on the shear lag based on the spatial finite method.After established two finite elementary models in which cross slope may be considered or ignored,some conclusions are obtained based on analyzing and comparing the calculated results.Finally this paper points out the influence of cross slope can not be ignored while studying the shear lag effect of box girder top flange in the cable-stayed bridge.

【关键词】 斜拉桥剪力滞效应横坡
【Key words】 cable-stayed bridgeshear lag effectcross slope
  • 【文献出处】 交通科技 ,Transportation Science & Technology , 编辑部邮箱 ,2008年05期
  • 【分类号】U441;U448.27
  • 【被引频次】19
  • 【下载频次】117
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