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宽箱梁矮塔斜拉桥受力性能分析
引用本文:杨勇,余晓琳.宽箱梁矮塔斜拉桥受力性能分析[J].城市道桥与防洪,2011(12):22-24,29,12.
作者姓名:杨勇  余晓琳
作者单位:广州市市政工程设计研究院;华南理工大学交通学院
摘    要:以四川茜草长江大桥为工程背景,通过对宽箱梁矮塔斜拉桥施工过程的仿真分析,得出桥梁结构的全过程荷载响应,验证了桥梁结构的安全性。对宽箱梁的梁格分析表明,矮塔斜拉桥宽箱梁在不同阶段的横向分布系数是变化的,在设计、施工控制中要考虑横向分布系数对结构安全性的影响,并给出了部分结果。

关 键 词:矮塔斜拉桥  仿真分析  宽箱梁  横向分布

Analysis on Stress Performance of Wide-box Beam Low-pylon Cable-stayed Bridge
Yang Yong,YuXiaolin.Analysis on Stress Performance of Wide-box Beam Low-pylon Cable-stayed Bridge[J].Urban Roads Bridges & Flood Control,2011(12):22-24,29,12.
Authors:Yang Yong  YuXiaolin
Institution:Yang Yong,YuXiaolin
Abstract:Taking Changjiang River Bridge in Xicao of Sichuan as the engineering background,the article simulates and analyzes the construction process of the wide-box beam low-pylon cable-stayed bridge to give the whole process of loading response for the bridge structure and validate the security of bridge structure.The analysis of the beam grid of wide-box beam shows that the transverse distribution coefficient of wide-box beam of the low-pylon cable-stayed bridge is variable under the different stages.The influence of transverse distribution coefficient on the structure security should be considered during the design and construction control.The article gives some results.
Keywords:low-pylon cable-stayed bridge  simulating analysis  wide-box beam  transverse distribution
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