Applications of sliding mode control to benchmark problems

被引:0
|
作者
Wu, JC [1 ]
Yang, JN
Agrawal, AK
机构
[1] Tamkang Univ, Dept Civil Engn, Taipei, Taiwan
[2] Univ Calif Irvine, Dept Civil & Environm Engn, Irvine, CA 92697 USA
[3] CUNY City Coll, Dept Civil Engn, New York, NY 10031 USA
来源
关键词
sliding mode control; compensator; benchmark problem; active driver system; active tendon system; low-pass filter;
D O I
10.1002/(SICI)1096-9845(1998110)27:11<1247::AID-EQE781>3.0.CO;2-I
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, both the methods of continuous sliding mode control (CSMC) and continuous sliding mode control with compensators (CSMC&C) have been applied to two benchmark structures, namely, a building model equipped with an active mass driver system, and a building model equipped with an active tendon system. The CSMC&C strategy is a modification of CSMC to facilitate the design of static output feedback controllers and to provide a systematic tuning of the control effort. Due to the structural identification scheme used in the benchmark problems, in which the state variables are fictitious, one cannot take the full advantages of static output feedback controllers. As a result, an observer is used in CSMC, whereas a low-pass filter is incorporated for each measurement in CSMC&C. The purpose of using low-pass filters in CSMC&C is to transform the benchmark problems into strictly proper systems. The main advantage of the CSMC&C method is that the on-line computational effort is reduced since the dimension of filters and compensator is much smaller than that of an observer. Simulation results based on the CSMC and CSMC&C methods are presented and compared with that of the LQG method, Robustness of stability and noise rejection for each controller design are also illustrated by examining the loop transfer function. Simulation results for the benchmark problems indicate that the control performances for LQG, CSMC and CSMC&C are quite comparable. (C) 1998 John Wiley & Sons, Ltd.
引用
收藏
页码:1247 / 1265
页数:19
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