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大跨度斜拉桥风振响应研究进展
引用本文:邹小江.大跨度斜拉桥风振响应研究进展[J].昆明理工大学学报(理工版),2002,27(4):114-117,132.
作者姓名:邹小江
作者单位:华南理工大学,建筑工程系,广东,广州,510640
摘    要:介绍了大跨度斜拉桥风振响应研究的现状及发展,对各种风振分析方法进行了评述,并对大跨度斜拉桥风振研究中存在的一些问题,提出了作者的观点。

关 键 词:斜拉桥  风振响应  抗风设计  耦合颤振
文章编号:1007-855X(2002)04-114-05

Process in the Anasyis Method of Wind-induced Vibration for Long Span Stayed-cable Bridge
ZOU Xiao-jiang.Process in the Anasyis Method of Wind-induced Vibration for Long Span Stayed-cable Bridge[J].Journal of Kunming University of Science and Technology(Natural Science Edition),2002,27(4):114-117,132.
Authors:ZOU Xiao-jiang
Abstract:Rcsearch on the analytical method for wind-induced vibration of long span cable-staycd bridge and its progress as well as its future development is discussed in this paper. Comments are presented on the available methods.Some problems on these researches are presented and the view point of the author is given.
Keywords:cable-stayed bridge  wind-induced vibration
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