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斜拉桥一致激励和多点激励下的地震反应分析(英文)

Earthquake-response Analysis of Cable-stayed Bridges under Uniform and Multiple-support Excitations

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【作者】 徐凯燕魏德敏刘灿

【Author】 XU Kai-yan, WEI De-min, LIU Can(Architecture and Civil Engineering College, South China University of Technology, Guangzhou 510640, P.R.China)

【机构】 华南理工大学建筑学院华南理工大学建筑学院 广州510640广州510640

【摘要】 讨论了斜拉桥的地震动力分析方法,包括三维斜拉桥线性地震分析的多点激励地震输入问题。对两典型跨径斜拉桥进行了一致激励和多点激励情况的比较分析。结果表明:多点激励对于长大跨径斜拉桥地震响应有很大影响,在进行地震响应分析必须予以考虑。

【Abstract】 The dynamic time-history analysis methodology is discussed, including the multiple-support seismic input problem for the three-dimensional linear earthquake-response analysis of cable-stayed bridges. And a comparative study is made between the response of the models under uniform earthquake and their response to multiple-support excitations. Analysis results show that multiple-support seismic excitations can have a significant effect and should be considered in the earthquake-response analysis of such long and complex three-dimensional structures.

  • 【文献出处】 科学技术与工程 ,Science Technology and Engineering , 编辑部邮箱 ,2007年10期
  • 【分类号】U442.55
  • 【被引频次】3
  • 【下载频次】119
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