Adaptive model-based tracking control for real-time hybrid simulation

被引:38
|
作者
Chen, Pei-Ching [1 ]
Chang, Chia-Ming [2 ]
Spencer, Billie F., Jr. [3 ]
Tsai, Keh-Chyuan [4 ]
机构
[1] Natl Ctr Res Earthquake Engn, Taipei, Taiwan
[2] Guangzhou Univ, Earthquake Engn Res & Test Ctr, Guangzhou, Guangdong, Peoples R China
[3] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[4] Natl Taiwan Univ, Dept Civil Engn, Taipei 10764, Taiwan
基金
美国国家科学基金会;
关键词
Adaptive control; Model-based tracking control; MR damper; Real-time hybrid simulation; DELAY COMPENSATION; ACTUATOR DELAY; SYSTEMS; PERFORMANCE; STABILITY; DYNAMICS; DAMPERS;
D O I
10.1007/s10518-014-9681-2
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Model-based feedforward-feedback tracking control has been shown as one of the most effective methods for real-time hybrid simulation (RTHS). This approach assumes that the servo-hydraulic system is a linear time-invariant model. However, the servo-control closed-loop is intrinsically nonlinear and time-variant, particularly when one considers the nonlinear nature of typical experimental components (e.g., magnetorheological dampers). In this paper, an adaptive control scheme applying on a model-based feedforward-feedback controller is proposed to accommodate specimen nonlinearity and improve the tracking performance of the actuator, and thus, the accuracy of RTHS. This adaptive strategy is used to estimate the system parameters for the feedforward controller online during a test. The robust stability of this adaptive controller is provided by introducing Routh's stability criteria and applying a parameter projection algorithm. The tracking performance of the proposed control scheme is analytically evaluated and experimentally investigated using a broadband displacement command, and the results indicates better tracking performance for the servo-hydraulic system can be attained. Subsequently, RTHS of a nine-story shear building controlled by a full-scale magnetorheological damper is conducted to verify the efficacy of the proposed control method. Experimental results are presented for the semi-actively controlled building subjected to two historical earthquakes. RTHS using the adaptive feedforward-feedback control scheme is demonstrated to be effective for structural performance assessment.
引用
收藏
页码:1633 / 1653
页数:21
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