Volume 15, Issue 1 pp. 20-42
Research Article

Optimal performance of discrete-time direct output-feedback structural control with delayed control forces

Shih-Yu Chu

Shih-Yu Chu

Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan 70101, Republic of China

Assistant Professor.

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Chi-Chang Lin

Corresponding Author

Chi-Chang Lin

Department of Civil Engineering, National Chung Hsing University, Taichung, Taiwan 40227, Republic of China

Dean, College of Engineering and Professor.

Department of Civil Engineering, National Chung Hsing University, Taichung, Taiwan 40227, Republic of ChinaSearch for more papers by this author
Lap-Loi Chung

Lap-Loi Chung

National Center for Research on Earthquake Engineering, National Taiwan University, Taipei, Taiwan, Republic of China

Research Fellow.

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Chang-Ching Chang

Chang-Ching Chang

Department of Civil Engineering, National Chung Hsing University, Taichung, Taiwan 40227, Republic of China

Ph.D. Candidate.

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Kuo-Haw Lu

Kuo-Haw Lu

Department of Civil Engineering, National Chung Hsing University, Taichung, Taiwan 40227, Republic of China

Graduate Student.

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First published: 22 January 2007
Citations: 9

Abstract

An optimal discrete-time direct output-feedback control algorithm is developed with the consideration of sampling period and appropriate time delay in its control force action. Optimal-delayed output-feedback gains are derived through a variation process and will be complementarily arranged with respect to the applied delay time by either altering their magnitude or phases to assure the efficacy and stability of the delayed direct digital control system. Parametric studies of single-degree-of-freedom (SDOF) systems with different feedback types demonstrate the relationships of the delayed gains and the modal properties corresponding to the sampling period used and the intentionally delay time added. The maximum allowable delay time defined at the onset of instability of controlled system can be the optimal delay time that reaches the optimal control performance if the delay time is considered in the delayed feedback gains. The inclusion of sampling period and delay time in the optimization process for discrete-time control illustrates the beneficial effect under the same delay time. Numerical simulation results of proposed direct digital control principles on a three-degree-of-freedom (3DOF) shaking table structure model show that the efficacy of the collocated control cases with optimal delay time to reduce the dynamic responses subjected to earthquake excitations is assured. Copyright © 2007 John Wiley & Sons, Ltd.

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