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斜拉桥地震响应特点及抗震设防标准的探讨

Discussion on seismic response and seismic fortification criterion of cable-stayed bridge

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【作者】 禹建兵

【Author】 YU Jian-bing(Hunan Nonferrous Geology,Changsha 410000,China)

【机构】 湖南省有色地质勘查局

【摘要】 针对斜拉桥这种桥型在我国桥梁建设中得到大量应用的现状,以及近年来频繁发生的地震灾害,以国内某一混凝土斜拉桥为例,分析比较了不同结构体系斜拉桥的地震响应特点,总结了斜拉桥的主要震害形式以及特点,分析了国内几座大跨径斜拉桥的抗震设计方法和性能要求,在此基础上归纳出了斜拉桥抗震设计的基本原则和标准,为我国同类型斜拉桥的抗震设计提供一些思路和建议.

【Abstract】 Based on the actuality the cable-stayed bridges are used widely in China and the earthquake happened frequently in recent years.A real cable-stayed bridge is chosen as an example,The characterizes of seismic response of cable-stayed bridge were firstly collected and seismic failure of cable-stayed bridge were investigated,seismic design theory of several cable-stayed bridge were compared in detail.And then seismic principle for cable-stayed bridge was discussed,which all are referenced for design of new cable-stayed bridge.

  • 【文献出处】 湖南科技大学学报(自然科学版) ,Journal of Hunan University of Science & Technology(Natural Science Edition) , 编辑部邮箱 ,2011年04期
  • 【分类号】U442.55
  • 【被引频次】6
  • 【下载频次】173
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