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

被引:0
|
作者
Pei-Ching Chen
Chia-Ming Chang
Billie F. Spencer
Keh-Chyuan Tsai
机构
[1] National Center for Research on Earthquake Engineering,Earthquake Engineering Research and Test Center
[2] Guangzhou University,Department of Civil and Environmental Engineering
[3] University of Illinois at Urbana-Champaign,Department of Civil Engineering
[4] National Taiwan University,undefined
来源
关键词
Adaptive control; Model-based tracking control; MR damper; Real-time hybrid simulation;
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学科分类号
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.
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页码:1633 / 1653
页数:20
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