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考虑参数不确定性的结构抗震鲁棒H_∞控制

Robust H_∞ control for earthquake-excited structures with parameter uncertainties

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【作者】 宋刚吴志刚林家浩

【Author】 SONG Gang,WU Zhigang,LIN Jiahao(1.State Key Laboratory of Structural Analysis for Industrial Equipment,Faculty of Vehicle Engineering and Mechanics, Dalian University of Technology,Dalian 116023,China;2.State key Laboratory of Bridge Engineering Structural Dynamics, Structure Dynamics Research Center,Chongqing Communications Research and Design Institute,Chongqing 400067,China)

【机构】 大连理工大学运载工程与力学学部工业装备结构分析国家重点实验室重庆交通科研设计院结构动力工程所桥梁工程结构动力学国家重点实验室

【摘要】 基于线性矩阵不等式方法,本文给出了一种新的考虑参数不确定性的鲁棒H∞控制器设计方法,并用于建筑结构的抗震控制。假定结构不确定参数是范数有界的,通过有界实引理,把考虑参数不确定性的鲁棒H∞控制器设计化为具有线性矩阵不等式约束的凸优化问题,进而可以应用内点法等凸优化技术进行求解。以6层建筑结构在Kobe地震动输入和突加Kanai-Tajimi过滤白噪声随机地震激励下的抗震控制为例,进行了数值仿真。数值结果表明,鲁棒H∞控制器具有很强的鲁棒性,无论结构刚度和阻尼是否存在变异,均能实现很好的控制效果。

【Abstract】 Based on linear matrix inequalities(LMIs),a new method for the design of robust H∞ controllers for linear systems with parameter uncertainties is proposed.The parameter uncertainties considered are assumed to be norm-bounded.By introducing bounded real lemma,the robust H∞ controller design is transformed into a convex optimal problem with the constraints of linear matrix inequalities to which the existing convex optimization techniques such as the interior-point algorithm can be applied.To illustrate the effectiveness of the proposed robust H∞ controller,a six-storey building subjected to the 1995 Kobe earthquake record or to a suddenly applied Kanai-Tajimi filtered white noise random excitation is investigated respectively,which shows that whether the stiffness or damping variation exists or not,the proposed robust H∞ controller behaves very satisfactorily.

【基金】 国家自然科学基金项目(10472023;50608012)
  • 【文献出处】 地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2008年06期
  • 【分类号】TP13
  • 【被引频次】9
  • 【下载频次】198
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