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单排索单索面部分斜拉桥受力分析
引用本文:刘世忠.单排索单索面部分斜拉桥受力分析[J].公路,2005(9):16-20.
作者姓名:刘世忠
作者单位:兰州交通大学土木工程学院,兰州市,730070
基金项目:兰州交通大学“青蓝”基金,国家自然科学基金(503780436)
摘    要:通过对国内首次采用环氧全涂平行钢绞线斜拉索的同安银湖部分斜拉桥多工况三维可视化模拟分析、鞍座局部三维有限元分析以及成桥状态三维有限元分析,掌握了该桥结构的受力特点及其环氧全涂平行钢绞线斜拉索的工作性能。所得结论对同类工程具有参考价值。

关 键 词:部分斜拉桥  环氧全涂钢绞线  模拟分析
文章编号:0451-0712(2005)09-0016-04
收稿时间:2005-04-01
修稿时间:2005-04-01

Mechanice Analysis of Partially Cable-Stayed Bridge with Single Plane Cable and Single Pylon
LIU Shi-zhong.Mechanice Analysis of Partially Cable-Stayed Bridge with Single Plane Cable and Single Pylon[J].Highway,2005(9):16-20.
Authors:LIU Shi-zhong
Institution:College of Civil Englineering, Lanzhou Jiaotong University, Lanzhou 730070, China
Abstract:The epoxy coating parallel cable steel strand is first used on Yinhu Bridge in Tongan of China, which is a partially cable-strayed bridge with single pylon and single-plane cable. The structural mechanics characteristics and the behavior of the epoxy coating cable steel stand are understudied by using visualization simulate ana studied with the finite sc lysis on many load conditions. The stress distribution of the tower saddle is lid element method, the results have practical significance for the design and construction of same kinds of bridge.
Keywords:partially cable-stayed bridge  epoxy coationg cable steel strand  simulate analysis
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