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斜拉桥抖振时域分析实用方法
引用本文:黄新艺,盛洪飞,李岩,陈彦江.斜拉桥抖振时域分析实用方法[J].兰州理工大学学报,2007,33(6):107-110.
作者姓名:黄新艺  盛洪飞  李岩  陈彦江
作者单位:1. 哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090
2. 哈尔滨工业大学,交通科学与工程学院,黑龙江,哈尔滨,150090;黑龙江大学,建筑工程学院,黑龙江,哈尔滨,150086
基金项目:国家自然科学基金(50678051)
摘    要:基于模态综合理论提出一种斜拉桥抖振时域分析实用方法.在桥梁随机风场数值模拟的基础上,建立斜拉桥时域抖振分析计算模型.该方法简化了自激力时域化过程,并在计算中考虑了气动刚度、气动阻尼和气动耦合作用对结构响应的影响,提高了斜拉桥抖振时域分析的效率.通过对一座大跨斜拉桥的抖振时域分析,验证方法的正确性和可行性.

关 键 词:斜拉桥  抖振  时域分析  模态综合理论
文章编号:1673-5196(2007)06-0107-04
收稿时间:2007-04-23
修稿时间:2007年4月23日

Practical method of buffeting analysis in time domain for cable-stayed bridge
Huang Xin-yi,SHENG Hong-fei,LI Yan,CHEN Yan-jiang.Practical method of buffeting analysis in time domain for cable-stayed bridge[J].Journal of Lanzhou University of Technology,2007,33(6):107-110.
Authors:Huang Xin-yi  SHENG Hong-fei  LI Yan  CHEN Yan-jiang
Abstract:A practical method of buffeting analysis in time domain for cable-stayed bridges was presented based on the mode integration theory.Analysis and computation model of time domain buffeting of cable-stayed bridge was built up on the basis of numerically simulating the stochastic wind field around the bridge.Using this mothed,the process of transformation of self-excited force into time domain was simplified,and the influence of aerodynamic stiffness,aerodynamic damping and aerodynamic coupling on structure response was considered,so that the computation efficiency of buffeting analysis for cable-stayed bridge was improved.By applying this method to a large-span cable-stayed bridge,the validity and feasibility of this method was verified.
Keywords:cable-stayed bridges  buffeting  time domain analysis  mode integration theory
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