期刊文献+

结构主动控制的LQG/LTR改进方法 被引量:1

Modified LQG/LTR control method in active structural control
下载PDF
导出
摘要 提出一种改进的LQG/LTR(LinearQuadraticGaussiansynthesiswithaLoopTransferRecovery)结构主动控制方法,一种新的补偿器结构被用于回路传输恢复(LTR)。这个补偿器有以下优点:(1)它是开环稳定的;(2)它能保证整个闭环系统的稳定性;(3)更重要的是,对于相同的回路传输恢复度,它所需要的增益要小于传统LQG/LTR方法的基于观测器的控制器增益。还有,就是这个新的补偿器比传统的基于观测器要有较好的恢复性能。最后,数值算例验证了本文方法的有效性。 This paper presents a new active structural control design method comparing with the conventional linear-quadratic-Gaussian synthesis with a loop-transfer-recovery (LQG/LTR) control approach for structures subjected to ground excitations. It results in an open-loop stable controller. Also the closed-loop stability can be guaranteed. More importantly, the value of the controller's gain required for a given degree of LTR is orders of magnitude less than what is required in the conventional LQG/LTR approach. Also, for the same value of gain, the proposed controller achieves much better degree of recovery than the LQG/LTR-based controller. Once this controller is obtained, the worse of control force saturation is either eliminated or at least dampened, and the controller band-width is reduced and consequently the control signal to noise ratio at the input point of the dynamic system is increased. Finally, numerical examples illustrate the above advantages.
出处 《计算力学学报》 EI CAS CSCD 北大核心 2004年第5期575-579,共5页 Chinese Journal of Computational Mechanics
基金 国家自然科学基金(10272986)资助项目.
关键词 结构主动控制 改进的LQG/LTR方法 鲁棒性 比较 Bandwidth Closed loop control systems Earthquake effects Signal to noise ratio
  • 相关文献

参考文献8

  • 1[1]Abdel Rohman M, Leipholtz H H. Structural con-trol by pole assignment method[J]. Journal of Engineering Mechanics Division, ASCE, 1981,107(7):1313-1325.
  • 2[2]Soong T T. Active Structural Control: Theory and Practice[M]. John Wiley and Sons, Inc., New York,1990.
  • 3[3]Housner G W, Bergman L A, Caughey T K, et al. Structural control: Past, Present, and Future[J]. Journal of Engineering Mechanics Division, ASCE, 1997,123(9):897-971.
  • 4[4]Yang J N, Akbarpour A, Ghaemmami P.New cont-rol algorithms for structural control[J]. Journal of Engineering Mechanics Division, ASCE, 1987,113(9):1369-1386.
  • 5[5]Chung L L, Reinhorn A M, Soong T T. Experim-ents on active control of seismic structures[J]. Journal of Engineering Mechanics, ASCE, 1988,114(2):241-255.
  • 6[6]Soong T T, Reinhorn A M, Wang Y P, et al. Full-scale implementation of active control. Ⅰ: design and simulation[J]. Journal of structural Engineering, ASCE, 1991,117(11):3516-3536.
  • 7[7]Doyle J C, Stain G. Robustness with observers,IEEE transaction of automatic control[J].1979,AC-24(4):607-611.
  • 8[8]Chen B M, Saberi A, Sannuti P. A new stablecompensator design for exact and approximate loop transfer recovery[J]. Automatica, 1991,27(2):257-280.

同被引文献9

  • 1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
  • 2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..
  • 3Spencer 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.
  • 4Doyle J C, Stain G Robustness with observers [J]. IEEE Transaction of Automatic Control, 1979, AC-24(4): 607-611.
  • 5Sheng Yan, Wang Chao, Pan Ying, Zhang Xinhua. Modified LQG/LTR control methodology in active structural control [J]. Journal of Low Frequency Noise, Vibration and Active Control, 2003, 22(2): 31-35.
  • 6Lu L T, Chiang W L, Tang J P. LQG/LTR control methodology in active structural control [J]. Journal of Engineering Mechanics, ASCE, 1998, 124(4): 446-454.
  • 7Chen B M, Saberi A, Sannuti R A new stable compensator design for exact and approximate loop transfer recovery [J]. Automatica, 1991, 27(2): 257-280.
  • 8Doyle J C, Stein G. Multivariable feedback design: Concepts for a classical/modern synthesis [J]. IEEE Transaction of Automatic Control, 1981, 26(2): 4-16.
  • 9盛严,王超,潘颖.基于LQG/LTR的磁流变阻尼器半主动控制律[J].工程力学,2004,21(1):112-117. 被引量:3

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部