Finite-Time Vibration Control of Earthquake Excited Linear Structures with Input Time-Delay and Saturation

被引:11
作者
Weng, Falu [1 ]
Ding, Yuanchun [2 ]
Ge, Ji [3 ]
Liang, Liming [1 ]
Yang, Guoliang [1 ]
机构
[1] Jiangxi Univ Sci & Technol, Fac Elect Engn & Automat, Ganzhou 341000, Jiangxi, Peoples R China
[2] Jiangxi Univ Sci & Technol, Sch Resources & Environm Engn, Ganzhou 341000, Jiangxi, Peoples R China
[3] Univ Toronto, Dept Mech & Ind Engn, Toronto, ON M5S 3G8, Canada
关键词
Finite-time stability; saturation; vibration control; linear structure; time-delay; H-INFINITY CONTROL; TO-PEAK CONTROL; DISTURBANCE ATTENUATION; BUILDING STRUCTURES; SYSTEMS; STABILITY; DESIGN; SUBJECT; REDUCTION;
D O I
10.1260/0263-0923.33.3.245
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The problem of finite-time vibration control of earthquake excited linear structures with input time-delay and saturation is concerned in this paper. The objective of designing controllers is to guarantee the finite-time stability of closed-loop systems while attenuating earthquake-induced vibration of the structures. First, based on matrix transformation, the structural system is described as a state-space model, which contains actuator saturation and input time-delay. Then, based on a Lyapunov functional and finite-time stability analysis method, some sufficient conditions for the existence of saturation-tolerant finite-time vibration-attenuation controllers are obtained. By solving these conditions, the desired controllers can be obtained for the closed-loop system to be finite-time stable with a prescribed level of disturbance attenuation. It is shown by the simulation results that compared with some Lyapunov asymptotic stability results, finite-time stability control can result in better state responses. Furthermore, saturation-tolerant controller can result in a much lower controller gain than the ones without considering actuator saturations.
引用
收藏
页码:245 / 270
页数:26
相关论文
共 50 条
[1]   Finite-Time Stability of Linear Time-Varying Systems: Analysis and Controller Design [J].
Amato, Francesco ;
Ariola, Marco ;
Cosentino, Carlo .
IEEE TRANSACTIONS ON AUTOMATIC CONTROL, 2010, 55 (04) :1003-1008
[2]   Application of hedge algebra-based fuzzy controller to active control of a structure against earthquake [J].
Anh, N. D. ;
Hai-Le Bui ;
Nhu-Lan Vu ;
Duc-Trung Tran .
STRUCTURAL CONTROL & HEALTH MONITORING, 2013, 20 (04) :483-495
[3]   LMI-based optimal attenuation of multi-storey building oscillations under seismic excitations [J].
Balandin, DV ;
Kogan, MM .
STRUCTURAL CONTROL & HEALTH MONITORING, 2005, 12 (02) :213-224
[4]   A CHRONOLOGICAL BIBLIOGRAPHY ON SATURATING ACTUATORS [J].
BERNSTEIN, DS ;
MICHEL, AN .
INTERNATIONAL JOURNAL OF ROBUST AND NONLINEAR CONTROL, 1995, 5 (05) :375-380
[5]  
Buzurovic I, 2013, ASIA CONTROL CONF AS
[6]   Finite-time stability theorem of stochastic nonlinear systems [J].
Chen, Weisheng ;
Jiao, L. C. .
AUTOMATICA, 2010, 46 (12) :2105-2108
[7]  
Ding YC, 2013, SHOCK VIB, V20, P297, DOI [10.3233/SAV-2012-00745, 10.1155/2013/478796]
[8]   Finite-Time Vibration-Attenuation Controller Design for Structural Systems with Parameter Uncertainties [J].
Ding, Yuanchun ;
Weng, Falu ;
Ge, Ji ;
Liang, Liming ;
Yang, Guoliang .
ADVANCES IN MECHANICAL ENGINEERING, 2014,
[9]   Active Vibration Attenuation for Uncertain Buildings Structural Systems with Sensor Faults [J].
Ding, Yuanchun ;
Weng, Falu ;
Liang, Liming .
JOURNAL OF COMPUTERS, 2013, 8 (12) :3072-3078
[10]   H∞ control for buildings with time delay in control via linear matrix inequalities and genetic algorithms [J].
Du, Haiping ;
Zhang, Nong .
ENGINEERING STRUCTURES, 2008, 30 (01) :81-92