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结构减震的稳定时滞LSSVM-LQR智能控制算法

Robust LSSVM-LQR based time-delay intelligent control algorithm for reducing seismic responses of structures
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摘要 针对时滞LSSVM-LQR智能控制算法存在的稳定性问题,提出相关的稳定性控制算法,以确保时滞LSSVM-LQR智能控制算法的鲁棒性。该算法的主要思路为:在时滞LSSVM-LQR控制算法中,加入控制力限制条件。当满足控制力限制条件时,控制程序继续运行;当不满足控制力限制条件时,控制程序自动跳出,便执行稳定性控制算法(或称为稳定/鲁棒的时滞LSSVM-LQR智能控制算法)。稳定性控制算法主要是通过调整反馈来控制作动器运行,从而确保控制系统的稳定性。数值结果表明,稳定性控制算法能够有效地保证时滞LSSVM-LQR智能控制算法的稳定性/鲁棒性;与时滞LSSVM-LQR智能控制算法相辅相成。 Aiming at the stability problem of the LSSVM-LQR intelligent control algorithm for reducing seismic responses of structures, a stability controlling algorithm was proposed to ensure good robustness of the LSSVM-LQR intelligent control algorithm. The main idea of this algorithm is that the limition of control forces is imposed on the control algorithm. If the limition condition of control forces is fulfilled, the control procedure continues to run. However, if the limitation condition of control forces is not fulfilled, the control procedure automatically jumps out and then, instead, the stability controlling algorithm starts to be applied. The whole procedure was referred to as the stable/robust LSSVM-LQR intelligent control algorithm, which ensures the stability of the system mainly through controlling actuator operation with resorting to adjusting feedback. The numerical results show that the developed stability controlling algorithm can effectively guarantee the stability/robustness of LSSVM-LQR intelligent control algorithm. The time-delay LSSVM-LQR intelligent control algorithm and the stability/robust time-delay LSSVM-LQR intelligent control algorithm can complement each other in application.
出处 《振动与冲击》 EI CSCD 北大核心 2015年第7期109-114,共6页 Journal of Vibration and Shock
基金 湖南省教育厅资助项目(11C0549)
关键词 智能控制算法 时滞 LSSVM-LQR 稳定性 地震 intelligent control algorithms time-delay LSSVM-LQR stability earthquakes
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  • 1郑锋,程勉,高为炳.控制存在时滞的系统的变结构控制[J].控制与决策,1993,8(2):95-99. 被引量:11
  • 2岳东,刘永清.时滞系统变结构控制设计的新方法[J].控制与决策,1994,9(4):311-314. 被引量:5
  • 3郑锋,程勉,高为炳.一类时滞线性系统的变结构控制[J].自动化学报,1995,21(2):221-226. 被引量:15
  • 4高为炳.变结构控制的理论及设计方法[M].北京科学出版社,1998.. 被引量:48
  • 5Basharkhah M A, Yao J T P. Reliability aspects of structural control[J]. Civ. Eng. Syst, 1984,1:224 - 229. 被引量:1
  • 6Yang J N, Akbarpour A, Askar G. Effect of time delay on control of seismic-excited buildings[J]. Journal of Structural Engineering, ASCE, 1990, 116 (10) : 2801 - 2814. 被引量:1
  • 7Cai G P, Huang J Z. Optimal control method for seismically excited building structures with time delay in control [J]. Journal of Engineering Mechanics, ASCE, 2002, 128 (6): 602 -612. 被引量:1
  • 8Cai G P, Huang J Z. Discrete-time variable structure control method for seismic-excited building structures with time delay [ J]. Earthquake Engineering & Structural Dynamics,2002, 31(7) :1347 - 1359. 被引量:1
  • 9Agrawal A K, Yozo Fujino, Bhartia B K. Instability due to time delay and its compensation in active control of structures [J]. Earthquake Engineering & Structural Dynamics, 1993, 22(3) :211 -224. 被引量:1
  • 10Mohamed Abdel-Mooty, John Roorda. Time-delay compensation in active damping of structures [ J]. Journal ofEngineering Mechanics, ASCE, 1991, 117 ( 11 ) : 2549 - 2570. 被引量:1

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