Journal of Chongqing Jiaotong University(Natural Science) ›› 2007, Vol. 26 ›› Issue (6): 29-32.
Previous Articles Next Articles
LI Xi1,2,TU Zhong-ren3, GU An-bang1
Received:
Revised:
Online:
Published:
黎曦1,2,涂忠仁3,顾安邦1
作者简介:
Abstract: Focusing on the sensitivity of wind load action on cable·stayed bridge,investigated the mechanism and analytical method of wind-excited flutter.On the basis of that,taking the Pengxi river cable-stayed bridge with long span as an example,a proper dynamic calculation model Was established by using the professional software of MIDAS and with geometric nonlinear consideration.According to the dynamic behavior at both construction and completion stage,the wind-resistant behavior of the bridge was evaluated.These results provide reference for the design of wind-resistant and the analysis of dynamic stability.
Key words: long span , cable-stayed bridge, dynamic behavior, wind-resistant behavior, flutter
摘要: 针对风荷载对斜拉桥作用敏感的特点,结合振动型态特性,探讨了风致颤振机理及分析方法.在此基础上,以 彭溪河特大斜拉桥为例,考虑结构几何非线性影响,使用大型桥梁专业软件MIDAS,建立了符合动力特点的空间模 型,对成桥、施工危险状态进行了动力特性分析,据此评估了该桥的抗风性能,为大跨斜拉桥抗风设计及动力稳定分 析提供参考依据。
关键词: 大跨径, 斜拉桥, 动力特性, 抗风性能, 颤振
CLC Number:
U448.27
LI Xi,TU Zhong-ren, GU An-bang. Wind-Excited Flutter Analysis of Cable-Stayed Bridge with Long Span of Pengxi River[J]. Journal of Chongqing Jiaotong University(Natural Science), 2007, 26(6): 29-32.
黎曦,涂忠仁,顾安邦. 彭溪河特大斜拉桥风致颤振分析[J]. 重庆交通大学学报(自然科学版), 2007, 26(6): 29-32.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://xbzk.cqjtu.edu.cn/EN/
http://xbzk.cqjtu.edu.cn/EN/Y2007/V26/I6/29