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基于LQG/LTR的磁流变阻尼器半主动控制律 被引量:3

A SEMI-ACTIVE CONTROL LAW FOR MAGNETORHEOLOGICAL DAMPER BASED ON THE LINEAR QUADRATIC GAUSSIAN/LOOP TRANSFER RECOVERY METHOD
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摘要 针对由LQG(LinearQuadraticGaussian)控制器设计的MR阻尼器半主动控制律鲁棒性差的问题,采用LQG/LTR(LinearQuadraticGaussian/LoopTransferRecovery)方法,使LQG闭环系统控制力返回比尽量逼近对应的LQR(LinearQuadraticRegulator)闭环系统的控制力返回比,得到具有改善鲁棒性的LQG控制器,然后按照某种规则设计磁流变(Magnetorheological:MR)阻尼器半主动控制律。最后对三层被控框架结构进行地震响应分析,数值结果表明由LQG/LTR得到的半主动控制律控制性能相比于由LQG得到的半主动控制律具有较好的鲁棒性和稳定性,并达到了LQR半主动控制律的控制水平。 It is known that the robustness of the semi-active control law for Magnetorheological (MR) damper based on the conventional Linear Quadratic Gaussian (LQG) method is often poor. The Linear Quadratic Gaussian/Loop Transfer Recovery (LQG/LTR) technique is first employed to design a new semi-active control law with better robustness. The new semi-active control law for MR damper is obtained based on the LQG/LTR controller and the rule of maximal dissipating energy. Thus, the closed-loop system becomes insensitive to measurement noise and model parameter variation. A numerical example is presented to verify the semi-active control law. Simulation results show that the semi-active control law has better robustness and stability than that of the conventional LQG method.
出处 《工程力学》 EI CSCD 北大核心 2004年第1期112-117,共6页 Engineering Mechanics
关键词 半主动控制 LQG/LTR 磁流变阻尼器 鲁棒性 semi-active control LQG/LTR magnetorheological damper robustness
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参考文献5

  • 1周云,徐龙河,李忠献.磁流体阻尼器半主动控制结构的地震反应分析[J].土木工程学报,2001,34(5):10-14. 被引量:30
  • 2胡海岩,郭大蕾,翁建生.振动半主动控制技术的进展[J].振动.测试与诊断,2001,21(4):235-244. 被引量:47
  • 3Dyke S J, Spencer Jr B F, et al. Modeling and control of magnetorheological campers for seismic response reduction[J]. Smart Materials and Structures, 1996, 5: 565-575.
  • 4Spencer Jr B F, Yang G, Carlson J D, Sain M K. "Smart" dampers for seismic protection of structures: A full-scale study[J]. Proceedings of the Second World Conference on Structural Control (2WCSC), Kyoto, Japan, June 28 -July 1, 1998, 1: 417-426.
  • 5Stein G, Athens M. The LQG/LTR procedure for multivariable feedback control design[J]. IEEE Trans On Automatic Control, 1987, AC-32(2): 105-114.

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  • 1盛严,潘颖,王超.结构主动控制的LQG/LTR改进方法[J].计算力学学报,2004,21(5):575-579. 被引量:1
  • 2诸德超.振动主动控制中速度反馈的作用[J].北京航空航天大学学报,1994,20(1):56-62. 被引量:2
  • 3徐洋,姜洪洲,丛大成,韩俊伟.基于LQG/LTR方法的结构主动控制的研究[J].工程力学,2006,23(7):130-135. 被引量:1
  • 4薛定宇.反馈控制系统分析与设计--MATLAB语言应用[M].北京:清华大学出版社,2000..
  • 5B F Spencer Jr.,S J Dyke,H S Deoskar.Benchmark problems in structural control:part I-active mass driver system [J].Earthquake Engineering and Structural Dynamics,1998,27(11):1127-1139.
  • 6B F Spencer Jr.,S J Dyke,H S Deoskar.Benchmark problems in structural control:partII-active tendon system [J].Earthquake Engineering and Structural Dynamics,1998,27(11):1141-1147.
  • 7Stein G.,Athans M.The LQG/LTR procedure for multivariable feedback control design [J].IEEE Transactions on Automatic Control,1987,32 (2):105 - 114.
  • 8S J Dyke.Acceleration feedback control strategies for active and semi-active control systems Modeling,algorithm development and experimental verification [D].University of Notre Dame,1996.
  • 9曹志峰.基于最优控制算法的AMD控制Benchmark模型仿真分析[D]:硕士学位论文.兰州理工大学,2004.
  • 10Spencer B F Jr, Dyke S J, Deoskar H S. Benchmark problems in structural control-part I: Active mass driver system [C]. Proceedings of the ASCE Structures Congress, 1997.

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