Robust H∞ control for aseismic structures with uncertainties in model parameters

被引:16
作者
Song Gang [1 ]
Lin Jiahao [1 ]
Zhao Yan [1 ]
Howson, W. Paul [2 ]
Williams, Fred W. [2 ]
机构
[1] Dalian Univ Technol, Fac Vehicle Engn & Mech, State Key Lab Struct Anal Ind Equipment, Dalian 116023, Peoples R China
[2] Cardiff Univ, Cardiff Sch Engn, Cardiff CF24 3AA, Wales
基金
中国国家自然科学基金;
关键词
structural control; robust H-infinity control; linear matrix inequality; dynamic output feedback; parameter uncertainty; seismic excitation;
D O I
10.1007/s11803-007-0782-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a robust H-infinity output feedback control approach for structural systems with uncertainties in model parameters by using available acceleration measurements and proposes conditions for the existence of such a robust output feedback controller. The uncertainties of structural stiffness, damping and mass parameters are assumed to be norm-bounded. The proposed control approach is formulated within the framework of linear matrix inequalities, for which existing convex optimization techniques, such as the LMI toolbox in MATLAB, can be used effectively and conveniently. To illustrate the effectiveness of the proposed robust H-infinity strategy, a six-story building was subjected both to the 1940 El Centro earthquake record and to a suddenly applied Kanai-Tajimi filtered white noise random excitation. The results show that the proposed robust H-infinity controller provides satisfactory results with or without variation of the structural stiffness, damping and mass parameters.
引用
收藏
页码:409 / 416
页数:8
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