Series method of wind-induced lateral-torsional buckling for long-span suspension bridges

被引：0
|
作者：
Cheng, Jin [1 ]
Xiao, Rucheng [1 ]
Xiang, Haifan [1 ]
机构：
[1] Tonggi Univ, Shanghai, China
来源：
Hsi-An Chiao Tung Ta Hsueh/Journal of Xi'an Jiaotong University | 1999年 / 33卷 / 02期
关键词：
Computer simulation - Wind effects;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
A new method used to solve wind-induced lateral-torsional buckling problems for long-span suspension bridges is proposed. Nonlinear influences caused by lift and pitching moment are included in this method. Formulae and flow chart are provided, and numerical results are presented to demonstrate the accuracy and effectiveness of this new method.
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页码：127 / 130
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