期刊文献+

均衡实现降阶系统LQ控制器设计改进研究

Improvement for designing LQ controller of order-reduced system via internal balanced realization
下载PDF
导出
摘要 土木工程结构振动控制由于模型的自由度数目很大,控制器阶次非常高,从而导致主动控制和半主动控制实施过程中时滞效应十分的突出。本文在采用均衡实现技术对结构模型进行降阶的基础上,进行LQ控制器的设计,考虑了对应较小奇异值的状态变量对低阶控制器的影响,对LQ控制器的设计进行改进,优化了控制效果。本文通过对Highway Bridge的Benchmark模型进行LQ控制器设计的改进研究,验证了本文方法的改进效果。 Since the models of civil engineering structures usually possess comparatively large DOFs,controller designed directly with original structure model is high order.So the phenomenon of time delay is usually predominant when the active/semi-active control technologies are applied to suppressing the structure dynamic response.In this paper the balanced realization truncation is adopted to obtain the internal balanced model firstly,and then to design LQ controller for the reduced model.Then improve LQ controller design to improve controlling effectiveness for internal balanced order reduced system.The improving effectiveness for designing LQ controller are demonstrated by simulation for highway bridge benchmark model.
作者 李雪峰
出处 《计算力学学报》 EI CAS CSCD 北大核心 2011年第1期44-47,共4页 Chinese Journal of Computational Mechanics
基金 国防基础科研(A1420080166-08)资助项目
关键词 均衡实现 降阶系统 LQ控制器 改进设计 balanced realization truncation order reduced system LQ controller improved design
  • 相关文献

参考文献8

  • 1Guyan R J. Reduction of stiffness and mass matrices [J]. AIAaJournal,1965,3(2):380.
  • 2Bruce C. Moore. Principal component analysis in linear systems: controllability, observability, and model reduction[J]. IEEE Transactions on Automatic Control, 1981,26(1) : 17-32.
  • 3高振斌.基于内平衡变换和Riccati方程的模型降阶及应用[J].系统仿真学报,2004,16(3):597-600. 被引量:4
  • 4Davut Kavranogiu. A computational scheme for H (model reduction[J]. IEEE Transactions on Automatic Control,1994,39(7) :1447-1451.
  • 5Zhou K, Gregory Salomon and Eva Wu. Balanced realization and model reduction for unstable systems [J]. International Journal for Numerical Methods in Engineering ,1999,9: 183-198.
  • 6Paul E Barbone, Dan Givoli, Igor Patlashenko. Optimal modal reduction of vibrating substructures[J]. International Journal for Numerical Methods in Engineering, 2003, 57 : 341-369.
  • 7李惠,彭君义.结构模型与控制器降阶的主动控制试验研究[J].振动工程学报,2006,19(1):17-23. 被引量:7
  • 8Agrawal Anil K, Tan Ping, Nagarajaiah, Satish, Zhang Jian. Benchmark structural control problem for a seismically excited highway bridge[A]. ASCE Conf Proc[C] ,2006,201(92) : 1-10.

二级参考文献7

  • 1詹姆希迪M.大系统的建模与控制[M].北京:科学出版社,1986..
  • 2Housner G W,Bergman L A,Caughey T K,et al.Structural control:past,present and future [J].Journal of Engineering Mechanics,ASCE,1997,123(9):897-971.
  • 3Spencer B F Jr,Nagarajaiah S.State of the art of structural control[J].Journal of Structural Engineering,ASCE,2003,129(7):845-856.
  • 4Moore B C.Principal component analysis in linear system:controllability,observability,and model reduction[J].IEEE Trans.Automatic Control,1981;AC-26 (1):17-32.
  • 5Anderson B D O.Controller design:moving from theory to practice[J].IEEE Control System Magazine,1993;13:16-25.
  • 6Jabbari F,Schmitendorf W E,Yang J N.H∞ control for seismic-excited buildings with acceleration feedback[J].Journal of Engineering Mechanics,ASCE,1995,121(9):994-1 002.
  • 7Nonami K,Nishimura H.Control performance for active structural control and benchmark problems [A].Proceedings of International Workshop on Structural Control[C].1993.367-384.

共引文献9

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