期刊文献+

基于加速度测量的柔性智能桁架结构振动主动控制实验研究 被引量:4

ACTIVE VIBRATION CONTROL OF FLEXIBLE SPACE INTELLIGENT TRUSS STUCTURES WITH ACCELERATION MEASUREMENTS
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摘要 本文在只能获得加速度时 ,通过改变 Leunberger观测器的结构形式 ,基于模态滤波器技术、最优控制理论和计算机控制系统理论 ,采用独立模态空间控制策略进行了具有密集模态的空间柔性智能桁架结构的实时计算机振动主动控制实验研究。实验结果表明这种控制策略是行之有效的。 The study of vibration control of flexible space intelligent truss structures with acceleration measurements is of importance since accelerometers are used widespreadly because of wide frequency range and lightweight.The Leunberger observer is modified to fit to acceleration measurements.Based on Modal Filters(MF) and the optimal control theory,an Independent Modal Space Control(IMSC) method for space intelligent truss structures with closely spaced frequencies via acceleration measurements is developed.Real time computer active vibration control experiments demonstrate that the control strategy is effective and feasible.
出处 《宇航学报》 EI CAS CSCD 北大核心 2001年第3期20-25,共6页 Journal of Astronautics
基金 国家自然科学基金资助 (批准号 :596750 1 5)
关键词 加速度测量 模态滤波器 智能结构 振动主动控制 智能桁架结构 Acceleration measurement Modal Filters Intelligent structures Active vibration control
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  • 1刘华,黄田,曾子平.一类非线性振动自适应控制的神经网络方法[J].振动工程学报,1995,8(1):16-22. 被引量:3
  • 2李吉,仪器仪表学报,1992年,13卷,2期
  • 3Chung C H,ASME Transaction Jnal of Vibration and Acoustics,1995年,117卷,1期,49页
  • 4张景绘,中国工程物理研究院院外基金总结报告,1994年
  • 5Jin L,ASME Transaction Jnal of Dynamic Systems Measurement and COntrol,1994年,116卷,4期,567页
  • 6Gu Y,ASME Transaction Jnal of Vibration and Acoustics,1994年,116卷,2期,303页
  • 7Lee A C,ASME Transaction Jnal of Vibration and Acoustics,1994年,116卷,2期,146页
  • 8Liu Z S,J Guidance Control and Dynamics,1994年,16卷,6期,1377页
  • 9Su T J,J Guidance Control and Dynamics,1994年,18卷,3期,676页
  • 10丁文镜,一般力学.最新进展,1994年

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  • 1高伟,陈建军,崔明涛,江涛.平稳随机激励下随机智能桁架结构振动主动控制中的优化[J].计算力学学报,2004,21(5):630-635. 被引量:1
  • 2张宪民,刘宏昭,曹惟庆.柔性机构弹性振动的主动控制[J].机械工程学报,1996,32(1):9-16. 被引量:25
  • 3Yan Y J,Yam L H.A synthetic analysis on design of optimum control for an optimized intelligent structure[J].Journal of Sound and Vibration,2002,249(4):775-784.
  • 4Lin J H,Zhang W S,Li J J.Structural responses to arbitrarily coherent stationary random excitations[J].Computers and Structures,1994,50:629-633.
  • 5Lin J H,Zhang W S,Williams F W,Pseudo-excitation algorithm for nonstationary random seismic responses[J].Engineering Structures,1994,16:270-276.
  • 6Lin J H,Shen W P,Williams F W,A high precision direct integration scheme for non-stationary random seismic responses of non -classically damped structures[J].Structural Engineering and Mechanics,1995,3(3):215-228.
  • 7Franco Correia V M,Aguiar Gomes M A,Suleman A,Mota Soares C M,Mota Soares C A.Modelling and design of adaptive composite structures[J].Computer Methods in Applied Mechanics and Engineering,2000,185:325-346.
  • 8Poulin K C, Vaicaitis R. Vibrations of stiffened com- posite panels with smart materials [J]. Journal of Vi- bration and Acoustics-transactions of the ASME, 2004, 126 (3):370--379.
  • 9Mukherjee A, Joshi S P, Ganguli A. Active vibration control of piezolaminated stiffened plates [J]. Com- posite Structures, 2002, 55 : 435--443.
  • 10Balamurugan V, Narayanan S. Finite element model- ing of stiffened piezolaminated plates and shells with piezoelectric layers for active vibration control [J]. Smart Materials and Structures, 2010, 19 : 1--21.

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