期刊文献+

线性主动结构及模态(Ⅱ)——离散系统及梁 被引量:4

Linear Active Structures and Modes(Ⅱ) ——Discrete Systems and Beams
下载PDF
导出
摘要  在"线性主动结构及模态(Ⅰ)"中给出了主动结构的基本概念及模态的若干属性的基础上,对主动离散系统及主动梁的属性做了进一步的讨论,包括稳定性和正交性,并用具体实例对模态做了解释· 将伴随结构概念在梁结构中推广,具体讨论了两种配置的主动梁,它们分别代表离散传感和作动及分布传感和作动的配置。 The basic concepts about the active structures and some attributes of the modes were presented in paper “Liner Active Structures and Modes]( I) '. The characteristics of the active discrete systems and active beams were discussed, especially, the stability of the active structures and the orthogonality of the eigenvectors. The notes about modes were portrayed by a model of a seven-storeyed building with sensors and actuators. The concept of the adjoint active structure was extended from the discrete systems to the beams that were the representations of the continuous structures. Two types of beams with different placements of the measuring and actuating systems were discussed in detail. One is the beam with the discrete sensors and actuators, and the other is the beam with distributed sensor and actuator function. The orthogonality conditions were derived with the modal shapes of the active beam and its adjoint active beam. An example shows that the variation of eigenvalues with feedback amplitude for the homo-configuration and non-homo-configuration active structures.
出处 《应用数学和力学》 CSCD 北大核心 2004年第8期779-786,共8页 Applied Mathematics and Mechanics
基金 国家自然科学基金资助项目(10272087) 国家自然科学基金委员会与中国工程物理研究院联合基金资助项目(10176042)
关键词 主动结构 模态 正交条件 I) '. The characteristics of the active discrete systems and active beams were discussed, especially, the stability of the active structures and the orthogonality of the eigenvectors. The notes about modes were portrayed by a model of a seven-s
  • 相关文献

参考文献4

  • 1Preumont A. Vibration Control of Active Structures [ M]. Dordrecht, The Netherland: Kluwer Academic Publishers, 1997.
  • 2Mohammad K S, Al-Dmoour A S. Vibration control of unknown flexible beam structures[ J]. Journal of Vibration & Control, 2002,8( 1 ) :69-87.
  • 3张景绘,龚靖,王永刚.线性主动结构及模态(Ⅰ)——基本概念及属性[J].应用数学和力学,2004,25(8):771-778. 被引量:11
  • 4顾仲权 马扣根 陈卫东.振动主动控制[M].北京:国防工业出版社,1979..

二级参考文献11

  • 1Tang D, Dowell E H. Experimental and theoretical study on aeroelastic response of high-aspect-radio wings[ J]. AIAA Journal ,2001,39(8): 1430-1441.
  • 2Brawn J L. Computer model simplified bridge flutter analysis[ J ]. Civil Engineering, 2001,7 (18) :31.
  • 3Ganesan R. Vibration analysis for stability of singular non-self-adjoint beam-columns using stochastic FEM[J]. Computers and Structures, 1998,68(5) :543-554.
  • 4Preumont A. Vibration Control of Active Structures [ M ]. Dordrecht, The Netherland: Kluwer Academic Publishers, 1997.
  • 5Soong T T. Basic concept and applications of active structural vibration control[ A]. In: Zhang J H,Zhang X N Eds. Proceedings of International Conference on Advanced troblems in Vibration Theory and Applications [ C] .2000,1-9.
  • 6Benjeddou A. Advanced in hybrid active-passive vibration and noise control via piezoelectric and viseoelastic constrained layer treatments[ J ] . Journal of Vibration and Control, 2001,7 (4): 565-602.
  • 7Housner G H, Bergman L A, Caughey T K, et al. Structural control: past, present, and future [ J ].Journal of Engineering Mechanics, 1997,123(9) :897-971.
  • 8Hung W H, Zheng G T, Mu Q C, et al. The developments of integrated passive and active vibration control of aerospace structures[A]. In: Zhrang J H, Zhang X N Eds. Proceedings of International Conference on Advanced Problems in Vibrntion Theory and Applica
  • 9Ahlawat A S, Ramaswamy A. Multiobjective optimal structural vibration control using fuzzy logic control system[ J]. Journal of Structural Engineering, 2001,127( 1 1 ): 1330-1337.
  • 10李俊宝,张景绘,任勇生,张令弥.振动工程中智能结构的研究进展[J].力学进展,1999,29(2):165-177. 被引量:41

共引文献11

同被引文献35

引证文献4

二级引证文献12

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