大跨度钢桁梁铁路斜拉桥刚度参数敏感性分析

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振动与冲击 ›› 2015, Vol. 34 ›› Issue (2) : 166-170.

论文

大跨度钢桁梁铁路斜拉桥刚度参数敏感性分析

李永乐¹，苏茂材¹，王士刚¹，陈克坚²

作者信息 +

Sensitivity of Structural Stiffness Parameters of Long-span Railway Steel Truss Cable-stayed Bridge

LI Yong-le¹,SU Mao-cai¹,WANG Shi-gang¹,CHEN Ke-jian²

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文章历史 +

摘要

针对某大跨度钢桁梁铁路斜拉桥方案，采用变化结构刚度方法研究梁、索、辅助墩等构件刚度对桥梁结构
及行车性能影响。结果表明，增大桁宽能显著增加桥梁横向抗弯刚度，但对车辆走行性影响有限；增加桁高或斜拉索面积
能显著提高桥梁竖向基频、降低车桥竖向响应；桥面系对桥梁结构整体刚度贡献不大，对车辆响应影响有限；设置辅助墩
可提高斜拉桥竖向刚度、降低车辆竖向加速度及梁端竖向折角等。

Abstract

A long-span railway cable-stayed bridge was regarded as an engineering example,then the effect of the stiffness of girder,cables and auxiliary piers was analyzed by changing structural stiffness. It is shown by analysis results that the increase of truss width can significantly increase the lateral bending stiffness of the bridge, but have a limited impact on train running performance; Increasing truss height or the cable cross section area can both notably increase the vertical bending fundamental frequency and reduce the response of vehicle-bridge systems; Local bridge deck system contributes little to the overall bridge stiffness and has a limited impact on the vehicle response; Auxiliary pier can improve the vertical stiffness of the bridge, reduce the vehicle vertical acceleration and the vertical rotation angle at girder ends.

导出引用

李永乐，苏茂材，王士刚，陈克坚. 大跨度钢桁梁铁路斜拉桥刚度参数敏感性分析[J]. 振动与冲击, 2015, 34(2): 166-170

LI Yong-le,SU Mao-cai,WANG Shi-gang,CHEN Ke-jian. Sensitivity of Structural Stiffness Parameters of Long-span Railway Steel Truss Cable-stayed Bridge[J]. Journal of Vibration and Shock, 2015, 34(2): 166-170