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用主动调频质量阻尼器控制高层建筑的风致振动
引用本文:顾明,王晓勇.用主动调频质量阻尼器控制高层建筑的风致振动[J].地震工程与工程振动,1998,18(3):88-95.
作者姓名:顾明  王晓勇
作者单位:同济大学土木工程防灾国家重点实验室、桥梁工程系中国上海 200092
基金项目:国家杰出青年科学基金,国家自然科学基金
摘    要:本文提出了用于高层建筑风振动控制的主动调频质量阻尼器(ATMD)设计的一种简单方法。从TMD的工作原理出发,在物理意义上显式定义主动控制力的构成,基于结构的SDOF模型和广义脉动风力的高斯白噪声假定,在频域的以最小化结构顶层位移方差为设计目标,对控制力增益进行参数优化,得出控制力增益的封闭解,文中提出了以维持TMD行程恒定为目标进行参数选择的设计方案,一超高层建筑作为算例给出,数值分析表明,所设计

关 键 词:高层建筑  调频质量阻尼器  风振  结构控制

Wind-induced Vibration Control of Tall Buildings Using Aetive Tuned Mass Damper
Wang Xiaoyong,Gu Ming.Wind-induced Vibration Control of Tall Buildings Using Aetive Tuned Mass Damper[J].Earthquake Engineering and Engineering Vibration,1998,18(3):88-95.
Authors:Wang Xiaoyong  Gu Ming
Abstract:A simple method for the design of an active tuned mass damper for vibration control in tall buildings is presented The building motions are modeled by the first mode of the response,and it is assumed that the generalized wind force is Gaussian white noise Through analyzing the basic principle of the passive TMD,the active control force is physically defined and its parameter optimization is conducted in the frequency domain The controller gains that minimize the variance of the rooftop displacement are derived in closed form Another procedure for the design of the controller gains is also presented,which can maintain the variance of the stroke response of the mass damper at the level of its passive counterpart A high rise building is studied to quantify and assess their effectiveness Through the numerical analyses,the ATMD designs presented are shown to be effective in reducingthe wind excited response of high buildings
Keywords:Tall building  Active tuned mass damper  Wind  induced vibration  Structural control  
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