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银湖大桥抗风性能分析

Analysis of Wind-Resistant Behavior of Yinhu Bridge

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【作者】 刘世忠欧阳永金郄才富

【Author】 LIU Shizhong1, OUYANG Yongjin2, QIE Caifu1(1. School of Civil Engineering and Architecture, Lanzhou Railway Institute, Lanzhou 730070, China; 2. Xiaxmen Municipal Public Works Construction Development Company, Xiamen 361012, China)

【机构】 兰州铁道学院土建院厦门市市政建设开发总公司兰州铁道学院土建院 甘肃兰州730070福建厦门361012甘肃兰州730070

【摘要】 对国内首次采用环氧全涂平行钢绞线的独塔单索面部分斜拉桥进行了动力特性和抗风稳定性分析,结果表明,最大悬臂施工阶段必须避开当地台风期,成桥状态,虽然拉索不能提供抗扭刚度,由于部分斜拉桥主梁刚度大的特点,表现出良好的抗台风能力。

【Abstract】 This paper analyzes the dynamic behavior and windresistant stability of Yinhu Bridge, the extradosed bridge of single pylon and single cable plane used with fully epoxycoated PPWS for the first time in China. The analysis indicates that the construction of the maximum cantilever of the Bridge must avoid the local typhoon spell, however, on the completion state, the Bridge has fairly good capacity of typhoon\|resistant stability because of the high rigidity of the main girder of the extradosed bridge, though its cables don’t provide torsional atiffness.

【基金】 厦门市科技发展计划项目(3502Z2001107)
  • 【文献出处】 桥梁建设 ,Bridge Construction , 编辑部邮箱 ,2003年05期
  • 【分类号】U441.5
  • 【被引频次】18
  • 【下载频次】201
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