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分散滑移模态控制法在高层建筑结构抗震中的应用
引用本文:汪权,王建国,张鸣祥,唐礼平.分散滑移模态控制法在高层建筑结构抗震中的应用[J].地震工程与工程振动,2012,32(3):138-143.
作者姓名:汪权  王建国  张鸣祥  唐礼平
作者单位:合肥工业大学土木与水利工程学院,安徽合肥,230009
基金项目:国家自然科学基金,土木工程防灾减灾安徽省工程技术研究中心项目,中央高校基本科研业务费专项资金
摘    要:分散控制与集中控制策略相比可以提高结构控制系统的可靠性。文中将分散控制和滑移模态控制算法原理相结合,导出分散滑移模态控制(decentralized sliding mode control,DSMC)算法并应用于高层结构振动控制中。该方法是将结构分解为若干个子结构,分别进行滑移模态控制。文中以某20层钢结构Benchmark模型为例,分别进行3个子结构与4个子结构的分散控制数值计算,与线性二次型最优控制(Linear quadratic optimal control,LQR)效果相比,DSMC算法可以有效地抑制结构位移和加速度反应。

关 键 词:高层建筑  振动控制  分散控制  滑移模态控制  分散滑移模态控制

Application of decentralized sliding mode control method to seismic resistance of tall buildings
WANG Quan , WANG Jianguo , ZHANG Mingxiang , TANG Liping.Application of decentralized sliding mode control method to seismic resistance of tall buildings[J].Earthquake Engineering and Engineering Vibration,2012,32(3):138-143.
Authors:WANG Quan  WANG Jianguo  ZHANG Mingxiang  TANG Liping
Institution:(School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China)
Abstract:Decentralized control strategy is superior to centralized control strategy in improving the reliability of the control system.By introducing the decentralized control strategy and combining it with the Sliding Mode Control(SMC),an algorithm named Decentralized Sliding Mode Control(DSMC) is derived for the vibration control of tall buildings.In the approach,the building is divided into several substructures and a separate SMC algorithm is designed for each subsystem.A 20-storey benchmark building is divided into three or four substructures as an example for comparing the performance of the control algorithm.The numerical results of DSMC,which could effectively reduce structural displacement and acceleration responses,are better than those of LQR.
Keywords:tall building  vibration control  decentralized control  sliding mode control  decentralized sliding mode control
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