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间断型三向TMD桥梁颤振控制
引用本文:徐家云,赵勇,王雄江,陈吉.间断型三向TMD桥梁颤振控制[J].同济大学学报(自然科学版),2012,40(5):0673-0678.
作者姓名:徐家云  赵勇  王雄江  陈吉
作者单位:1. 武汉理工大学道路桥梁与结构工程湖北省重点试验室,湖北武汉,430070
2. 湖北省建筑科学研究设计院,湖北武汉,430071
3. 武汉理工大学土木工程与建筑学院,湖北武汉,430070
基金项目:国家自然科学基金项目(项目编号)50878172,50908184
摘    要:为了控制桥梁结构风致振动,提出了间断型三向调谐质量阻尼器(TMD)的概念,旨在提高桥梁结构的颤振临界风速,并提出了间断型三向TMD控制系统及其相应的理论和计算方法.间断型三向TMD能同时控制桥梁结构横向、竖向和扭转三个方向的风致振动.通过最优控制理论计算得出系统的最优参数,通过风洞试验和Ansys软件模拟计算,得到重要结论:参数合理的间断型三向TMD系统能显著提高桥梁结构颤振临界风速.

关 键 词:间断型调谐质量阻尼器  三向控制  桥梁抗风  颤振  Ansys软件
收稿时间:3/22/2011 8:28:24 PM
修稿时间:3/31/2012 6:41:58 PM

Discrete Three direction Tuned Mass Damper based Control of Bridge Flutter
XU Jiayun,ZHAO Yong,WANG Xiongjiang and CHEN Ji.Discrete Three direction Tuned Mass Damper based Control of Bridge Flutter[J].Journal of Tongji University(Natural Science),2012,40(5):0673-0678.
Authors:XU Jiayun  ZHAO Yong  WANG Xiongjiang and CHEN Ji
Institution:Hubei Key Laboratory of Road Bridge & Structure Engineering, Wuhan University of Technology, Wuhan 430070, China;Hubei Institute of Building Research & Design, Wuhan 430071, China;Department of Civil Engineering, Wuhan University of Technology, Wuhan 430070, China;Hubei Key Laboratory of Road Bridge & Structure Engineering, Wuhan University of Technology, Wuhan 430070, China
Abstract:To control the wind induced vibration of the bridge structure, the paper presents a discrete three direction tuned mass damper (TMD) control system to increase the flutter critical wind speed, and correspondingly, the theory and the calculation method. The horizontal, vertical vibration and torsional vibration can be well controlled with the system. Based on optimal control theory, the optimal parameters of the system are obtained. Wind tunnel test and the ansys simulation reveal that with the discrete three direction TMD control system, the flutter critical wind speed of bridges improves significantly.
Keywords:discrete tuned mass damper  three direction control  wind resistance of bridge  flutter  Ansys software
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