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磁流变阻尼器对高层建筑风振反应的半主动控制
引用本文:周云,吴志远,等.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程振动,2001,21(4):159-162.
作者姓名:周云  吴志远
作者单位:[1]广州大学土木工程学院,广州510405 [2]西安建筑科技大学,西安710055
基金项目:国象自然科学基金项目(50008006)
摘    要:本文探讨了磁流变阻尼器在高层建筑风振控制中的应用,在经典线性最优控制理论的基础上,根据磁流变阻尼器的特点,提出了一种新型的半主动控制策略,应有该方法对一40层的钢结构的风振反应进行了计算机模拟,结果表明,采用磁流变阻尼器对高层建筑进行半主动控制的能够有效减小结构的风振反应。

关 键 词:磁流变阻尼器  高层建筑  半主动控制  风振反应  钢结构

Semi-active control for wind-induced vibration of high-rise structure using MR damper
ZHOU Yun,WU Zhi-yuan LIANG Xing-wen.Semi-active control for wind-induced vibration of high-rise structure using MR damper[J].Earthquake Engineering and Engineering Vibration,2001,21(4):159-162.
Authors:ZHOU Yun  WU Zhi-yuan LIANG Xing-wen
Abstract:This paper discusses the application of MR damper in the field of wind-induced vibration control of high - rise structure and puts forward a new semi - active control strategy based on the classical LQR theory and the characteristic of MR damper to prove the method for simulating the wind - induced vibration responses of a 40 - story steel structure by computer. The results illustrate that MR damper using semi - active control algorithm can reduce the structural response induced by wind efficiently.
Keywords:MR damper  high-rise structure  semi-active control  wind-induced vibration response
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