智能结构模态控制实验研究
|
摘要
独立模态控制方法原理明确,实现简单,是智能控制的常用算法,根据一个3层框架结构智能控制实验,介绍了模态控制理论及实现方法,阐述了压电堆工作原理,根据压电堆受压性能好的特点设计了一种将拉力转化为压力的主动元件,给出了压电堆工作的检测方程和控制方程。通过对实验数据分析,可以看到,通过对结构进行主动控制,相应的模态位移和加速度得到了良好的抑制。
The independent modal space control method is simple and efficient,which is common used in vibration active control of intelligent structures.Based on the active control experiment of a three-story intelligent frame structure,the modal control theory and implement methods are introduced,and a kind of piezoelectric driving lever is designed,which can convert pulling force to pressure without flexural moments based on the well characteristics of the piezoelectric pile,then the piezoelectric detection equation and the control equation of the piezoelectric pile are obtained.Through analyzing the experimental data,it can be seen that,the corresponding modal displacement and acceleration of the structures are inhibited significantly with the active control method.
The independent modal space control method is simple and efficient,which is common used in vibration active control of intelligent structures.Based on the active control experiment of a three-story intelligent frame structure,the modal control theory and implement methods are introduced,and a kind of piezoelectric driving lever is designed,which can convert pulling force to pressure without flexural moments based on the well characteristics of the piezoelectric pile,then the piezoelectric detection equation and the control equation of the piezoelectric pile are obtained.Through analyzing the experimental data,it can be seen that,the corresponding modal displacement and acceleration of the structures are inhibited significantly with the active control method.
引文
[1]党育,霍凯成,瞿伟廉.智能隔震结构的模态控制[J].华中科技大学学报:城市科学版,2008,25(04):130-132.Dang Yu,Huo Kaicheng,Qu Weilian.Modal control for isolated structures using MR dampers[J].Journal of Central China University of Scienceand Technology(Urban Science Edition),2008,25(04):130-132.
[2]薛伟辰,郑乔文,刘振勇,等.结构振动控制智能材料研究及应用进展[J].地震工程与工程振动,2006,26(5):213-217.Xue Weichen,Zheng Qiaowen,Liu Zhenyong,et al.Developments of research and application of smart materials in controlling structural vibration[J].Journal of Earthquake Engineering And Engineering Vibration,2006,26(5):213-217.
[3]Spencer B F,Nagarajaiah S.State of the art of structural control[J].Journal of Structural Engineering,ASCE,2003,129(7):845-856.
[4]Cho S W,Kim B W,Jung HJ.Implementation of modal control for seismically excited structures using magnetorheological dampers[J].Journal ofEngineering Mechanics,2005,131(2):177-184.
[5]欧进萍.结构振动控制——主动、半主动和智能控制[M].北京:科学出版社,2003.Ou Jinping.Structural Vibration Control——Active and Semi-active and Intelligent Control[M].Beijing:Science Press,2003.
[6]Ramallo J C,Johnson E A,Spencer Jr B F,et al.Smart base isolation systems[J].Journal of Engineering Mechanics,ASCE,2002,128(10):1088-1099.
[7]胡卫兵,王骏涛.压电摩擦阻尼隔震结构地震响应及控制分析[J].振动与冲击,2007,177(02):79-83.Hu Weibing,Wang Juntao.Earthquake response and control analysis of isolation structure with piezoelectric friction damper[J].Journal of Vibra-tion and Shock,2007,177(02):79-83.
[8]李东旭.大型挠性空间桁架结构动力学分析与模糊振动控制[M].北京:科学出版社.2008.Li Dongxu.Large Flexible Space Truss Structures:Dynamic Analyses And Vibration Fuzzy Control[M].Beijing:Science Press,2008.
[9]Han Jae-Hung,Lee ln.Optimal placement of piezoelectric sensors and actuators for vibration control of a composite plate using genetic algorithms[J].Smart Material&Structures,1999,2(8):257-267.
[10]高会生,李新叶,胡智奇等译.MATLAB原理与工程应用[M].北京:电子工业出版社,2006.Gao Huisheng,Li Xinye,Hu Zhiqi,et al.(translation).An Engineer’s Guide to MATLAB[M].Beijing:Publishing House of Electronics Indus-try,2006.
[2]薛伟辰,郑乔文,刘振勇,等.结构振动控制智能材料研究及应用进展[J].地震工程与工程振动,2006,26(5):213-217.Xue Weichen,Zheng Qiaowen,Liu Zhenyong,et al.Developments of research and application of smart materials in controlling structural vibration[J].Journal of Earthquake Engineering And Engineering Vibration,2006,26(5):213-217.
[3]Spencer B F,Nagarajaiah S.State of the art of structural control[J].Journal of Structural Engineering,ASCE,2003,129(7):845-856.
[4]Cho S W,Kim B W,Jung HJ.Implementation of modal control for seismically excited structures using magnetorheological dampers[J].Journal ofEngineering Mechanics,2005,131(2):177-184.
[5]欧进萍.结构振动控制——主动、半主动和智能控制[M].北京:科学出版社,2003.Ou Jinping.Structural Vibration Control——Active and Semi-active and Intelligent Control[M].Beijing:Science Press,2003.
[6]Ramallo J C,Johnson E A,Spencer Jr B F,et al.Smart base isolation systems[J].Journal of Engineering Mechanics,ASCE,2002,128(10):1088-1099.
[7]胡卫兵,王骏涛.压电摩擦阻尼隔震结构地震响应及控制分析[J].振动与冲击,2007,177(02):79-83.Hu Weibing,Wang Juntao.Earthquake response and control analysis of isolation structure with piezoelectric friction damper[J].Journal of Vibra-tion and Shock,2007,177(02):79-83.
[8]李东旭.大型挠性空间桁架结构动力学分析与模糊振动控制[M].北京:科学出版社.2008.Li Dongxu.Large Flexible Space Truss Structures:Dynamic Analyses And Vibration Fuzzy Control[M].Beijing:Science Press,2008.
[9]Han Jae-Hung,Lee ln.Optimal placement of piezoelectric sensors and actuators for vibration control of a composite plate using genetic algorithms[J].Smart Material&Structures,1999,2(8):257-267.
[10]高会生,李新叶,胡智奇等译.MATLAB原理与工程应用[M].北京:电子工业出版社,2006.Gao Huisheng,Li Xinye,Hu Zhiqi,et al.(translation).An Engineer’s Guide to MATLAB[M].Beijing:Publishing House of Electronics Indus-try,2006.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心