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地震作用下结构振动保性能鲁棒H2/H控制

Guaranteed-cost robust H2/H control of structures under earthquake

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【作者】 赵世平刘彦辉谭平

【Author】 ZHAO Shiping1,LIU Yanhui2,3,TAN Ping2(1.College of Civil Engineering and Architecture,Hainan University,Haikou 570228,China; 2.State Key Laboratory for Seismic Reduction /Control & Structural Safety(Cultivation),Guangzhou University,Guangzhou 510405,China; 3.Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100124,China)

【机构】 海南大学土木建筑工程学院广州大学广东省地震工程与应用技术重点实验室北京工业大学建筑工程学院

【摘要】 针对建筑结构振动控制模型的不确定性,研究了被控建筑结构模型参数不确定性时的保性能鲁棒混合H2/H∞控制问题。将结构模型参数不确定性引入到被控结构状态方程的摄动矩阵之中,基于线性矩阵不等式设计了多目标保性能鲁棒混合H2/H∞鲁棒控制器。该控制器在规定的模型参数变化范围内,使得闭环控制系统同时满足H∞干扰抑制和最优H2性能。最后,以一个缩尺的多层剪切型建筑结构模型为例,给出了保性能鲁棒混合H2/H∞控制问题的设计过程,验证所提控制方法的有效性。数值分析结果表明,所提出的保性能鲁棒混合H2/H∞控制方法的控制效果明显,能有效地减小结构的地震峰值响应,且控制系统对结构参数不确定性有很强的鲁棒性。

【Abstract】 Aimed to the controlled structures with uncertain model parameters,the guaranteed-cost robust mixed H2/H∞ control problem of structures with uncertain model parameters is study in this paper.In the process of designing H2/H∞ controller,the uncertain model parameters of structures are included in perturbation matrix of state equation,and the multi-objective guaranteed-cost robust mixed H2/H∞ controller is employed to design according to the linear matrix inequality.This H2/H∞ controller can satisfy H∞ disturbance suppression and the optimal H2 performance of the closed-loop control system simultaneously within the range of perturbation of modal parameters.Finally,a three-storey shear-type frame structure is used to verify the effectiveness of the guaranteed-cost robust mixed H2/H∞ controller,suggesting that the guaranteed-cost robust mixed H2/H∞ controller have the favorable control efficiency for the reduced scale frame structure under earthquake and the seismic responses of structure are decreased in different degree.In addition,the guaranteed-cost robust mixed H2/H∞ controller has favorable robustness for the controlled structures with uncertain model parameters.

【基金】 国家自然科学基金重大研究计划“重大工程的动力灾变”重点支持项目“重大工程地震损伤破坏的理论与方法”(90815027);国家教育部博士点专项基金(20061028001)
  • 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2011年06期
  • 【分类号】TP13
  • 【下载频次】63
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