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斜拉索风雨振响应特性

Response Characteristics of Wind-Rain Induced Vibration of Stay Cables

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【作者】 胡建华王修勇陈政清倪一清高赞明

【Author】 HU Jian-hua~(1,2),WANG Xiu-yong~3,CHEN Zheng-qing~1,NI Yi-qing~4,GAO Zan-ming~4(1.School of Civil Engineering,Hunan University,Changsha 410082,Hunan,China;2.Communications Planning,Survey and Design Institute of Hunan Province,Changsha 410008,Hunan,China;3.School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,Hunan,China;4.Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong,China)

【机构】 湖南大学土木工程学院湖南科技大学土木工程学院香港理工大学土木及结构工程系香港理工大学土木及结构工程系 湖南长沙410082湖南省交通规划勘察设计院湖南长沙410008湖南湘潭411201湖南长沙410082香港

【摘要】 为了研究斜拉桥拉索风雨振的机理及响应特征,在岳阳洞庭湖大桥建立了由风速仪、雨量计、加速度传感器组成的风雨振现场观测系统,观测到了多次拉索风雨振现象;得到了发生拉索风雨振时风速、风向及雨量的基本条件,分析了风雨振时拉索振动的幅值、主振频率、模态参与特性及空气动力负阻尼比等响应特征。结果显示拉索风雨振很少为单模态振动,大多表现为主振模态和多阶模态参与的振动。

【Abstract】 In order to investigate the excitation mechanism and response characteristics of wind-rain induced vibration of stay cable,an instrumentation system of wind-rain induced vibration measurement,which consists of anemometer,rain gauge and accelerometer,was installed on the Dongting Lake Bridge,Yueyang,China.Many events of wind-rain induced vibration on stay cable were recorded.The preliminary characteristics of wind-rain induced vibrations,such as mode displacement amplitude,modal participation,aerodynamic negative damping and so on,were presented.The results show that the minority of the responses is nearly a single mode response and the majority of the responses is the participation of the dominant mode and multi-mode responses during wind-rain induced vibration.

【基金】 国家自然科学基金项目(50578063);湖南省教育厅重点项目(04A014)
  • 【文献出处】 中国公路学报 ,China Journal of Highway and Transport , 编辑部邮箱 ,2006年03期
  • 【分类号】U441.3
  • 【被引频次】37
  • 【下载频次】477
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