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斜拉桥抖振时域分析实用方法

Practical method of buffeting analysis in time domain for cable-stayed bridge

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【作者】 黄新艺盛洪飞李岩陈彦江

【Author】 Huang Xin-yi1,SHENG Hong-fei1,LI Yan1,2,CHEN Yan-jiang1(1.School of Traffic Science and Engineering,Harbin Institute of Technology,Harbin 150090,China;2.College of Architecture Engineering,Heilongjiang University,Harbin 150086, China)

【机构】 哈尔滨工业大学交通科学与工程学院哈尔滨工业大学交通科学与工程学院 黑龙江哈尔滨150090黑龙江哈尔滨150090黑龙江大学建筑工程学院黑龙江哈尔滨150086

【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.

【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.

【基金】 国家自然科学基金(50678051)
  • 【文献出处】 兰州理工大学学报 ,Journal of Lanzhou University of Technology , 编辑部邮箱 ,2007年06期
  • 【分类号】U441.3
  • 【被引频次】1
  • 【下载频次】140
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