磁流变阻尼器在建筑结构减振控制中的应用
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摘要
建筑结构在外部激励下的振动控制一直以来是振动控制领域研究的热点。其中,半主动控制策略包含了被动控制和主动控制的优点,能更有效地提高建筑结构的抗震性能,减轻其在动力作用下的反应及损伤。基于磁流变阻尼器的半主动控制策略也有很大的发展,在实际工程中已有所应用。磁流变阻尼器的主要性能取决于磁流变液成分。综述国内外磁流变阻尼器的研究发展历程,及其在建筑结构减震控制中的应用,展望其在建筑结构减振控制应用中的发展趋势。
Vibration control of building structures under external excitation has been the research focus of the field of vibration control.Among them,the semi-active control strategy includes the advantages of passive control and active control,can more effectively improve the seismic performance of the building structure,reducing its injury under the power reaction.Semi-active control strategy based on magnetorheological damper greatly developed,has been applied in practical engineering.Magnetorheological damper performance depends on the composition of the magnetorheological fluid.Reviewing of domestic and foreign research and development of the magnetorheological damper history,and its application in the building structure damping control,looking to the development trend in the building structure vibration control applications.
Vibration control of building structures under external excitation has been the research focus of the field of vibration control.Among them,the semi-active control strategy includes the advantages of passive control and active control,can more effectively improve the seismic performance of the building structure,reducing its injury under the power reaction.Semi-active control strategy based on magnetorheological damper greatly developed,has been applied in practical engineering.Magnetorheological damper performance depends on the composition of the magnetorheological fluid.Reviewing of domestic and foreign research and development of the magnetorheological damper history,and its application in the building structure damping control,looking to the development trend in the building structure vibration control applications.
引文
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[4]Yang G,Spencer B F Jr,Carlson J D,et al.Large-scale MR fluiddampers:modeling and dynamic performance considerations[J].Engineering structures.2002,24(3):309-323.
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[7]Dyke S J,Spencer B F Jr,Sain M K,et al.Experimental verifica-tion of semi-active structural control strategies using accelerationfeedback[C].Proceeding of the 3rd International Conference onMotion and Vibration Control,Chiba,Japan.1996:291-296.
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[12]Li Z X,Xu L H.Experimental study on magnetorheologicaldamper for semi-active vibration control of civil infrastructures[J].Transactions of Tianjin University.2004,10(1):19-23.
[13]Ying Z G,Ni Y Q,Ko J M.Non-clipping optimal control of ran-domly excited nonlinear systems using semi-active ER/MRdampers[C].Proceedings of SPIE–The International Society forOptical Engineering.2002,v 4696:209-218.
[14]Chang C C and Zhou L.Neural network emulation of inverse dy-namics for a MR damper[J].Journal of Structural Engineering.2002,128(2):231-239.
[15]Gu Z Q,Oyadiji S O.Application of MR damper in structural con-trol using ANFIS method.Computers and Structures.2008,86(3-5):427-436.
[16]Spencer B F Jr,Yoshioka H,Ramallo J C."Smart"base isolationstrategies employing magnetorheological dampers[J].Journal ofEngineering Mechanics.2002,128(5):540-551.
[17]Christenson R E,Spencer B F Jr,Johnson E A.Coupled buildingcontrol using active and mart damping strategies[J].Optimizationand Control in Civil and Structural Engineering,Civil-CompPress.1999:187-195.
[18]Ni Y Q,Liu H J,Ko J M.Experimental investigation on seismicresponse control of adjacent buildings using semi-active MRdampers[C].Proceedings of SPIE–The International Society forOptical Engineering.2002,v 4696:334-344.
[19]姜南,李忠献.相邻结构地震反应MR阻尼器控制的仿真分析[J].地震工程与工程振动.2008,28(2):131-136.
[20]姜南.应用MR阻尼器的相邻建筑地震反应半主动控制理论与试验研究[D].天津:天津大学,2003.
[21]徐龙河,周云.MRFD半主动控制系统的时滞与补偿[J].地震工程和工程振动,2001,21(3):127-131.
[22]任清,应祖光.迟滞的磁流变阻尼器的随机最优控制力[J].噪声与振动控制,2004,(3):9-11.
[23]杜成斌,石平才.带有磁流变阻尼器的结构振动实时控制试验[J].河海大学学报,2009,37(3):308-312.
[24]隋莉莉,王刚,欧进萍.基于加速度反馈的结构地震反应半主动MR阻尼控制试验[J].地震工程和工程振动,2002,22(6):89-95.
[25]Soong T.T.Active structural control theory and practice[M].Longman Scientific&technical,UK,1990.50-57.
[26]周云,吴志远,梁兴文.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程振动,2001,21(4):159-162.
[27]郭安薪,李惠,欧进萍.广畅国际大厦磁流变和粘滞阻尼器抗震分析[J].世界地震工程,2003,19(4):45-50.
[28]薛素铎,卞晓芳.SMA-MR阻尼器在大跨度挑篷结构中的减振控制研究[J].空间结构,2005,11(2):19-26.
[29]唐少容,周岱,黄真,等.MR智能阻尼器对空间网壳结构的风振抑制分析[J].振动与冲击,2006,25(6).25-34.
[30]林伟.多维多点地震激励的大跨度空间结构MRFD半主动控制[D].天津:天津大学,2009.
[31]谭平,闫维明,周福霖.大平台多塔楼新型隔震体系的智能磁流变控制[J].工程抗震与加固改造,2007,29(3):41-47.
[32]张洵安,谢霄,连业达.巨-子型控制结构体系风振的半主动控制研究[J].郑州大学学报,2005,26(4):39-43.
[33]李宏男,杨浩.多维地震作用下偏心结构的磁流变阻尼器半主动控制[J].地震工程和工程振动,2004,24(3):167-174.
[34]李秀领,李宏男.框-剪偏心结构平-扭耦联反应半主动控制试验研究[J].大连理工大学学报,2008,48(5):691-197.
[35]廖昌荣,陈伟民,余淼,等.磁流变阻尼器件设计中若干技术问题探讨[J].功能材料与器件学报,2001,7(4):345-349.
[2]Christenson R E,Spencer B F Jr,Johnson E A.Coupled buildingcontrol using'smart'damping strategies[C].Proceedings of SPIE-The International Society for Optical Engineering.2000,v 3985:482-490.
[3]杜林平,孙树民.磁流变阻尼器在结构振动控制中的应用[J].噪声与振动控制,2011,2(4):127-130.
[4]Yang G,Spencer B F Jr,Carlson J D,et al.Large-scale MR fluiddampers:modeling and dynamic performance considerations[J].Engineering structures.2002,24(3):309-323.
[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
[6]Dyke S J,Spencer B F Jr,Sain M K,et al.Modeling and control ofmagnetorheological dampers for seismic response reduction[J].Smart Materials and Structures.1996,5(5):565-575.
[7]Dyke S J,Spencer B F Jr,Sain M K,et al.Experimental verifica-tion of semi-active structural control strategies using accelerationfeedback[C].Proceeding of the 3rd International Conference onMotion and Vibration Control,Chiba,Japan.1996:291-296.
[8]Dyke S J,Spencer B F Jr.Seismic response control using multipleMR dampers[C].Proceeding of the 2nd International Workshop onStructural Control,Hong Kong.1996:163-173.
[9]Dyke S J,Spencer B F Jr.A comparison of semi-active controlstrategies for the MR damper.Proceedings.Intelligent InformationSystems IIS'97.1997:580-584.
[10]Jansen L M,Dyke S J.Semi-active control strategies for the MRdamper:a comparative study[J].Journal of Engineering Mechan-ics.1997,126(8):795-803.
[11]Askari M,Davaie-Markazi A H,Multi-objective optimal fuzzylogic controller for nonlinear building-MR damper system[C].2008 5th International Multi-Conference on Systems,Signals andDevices,SSD'08.2008,p 4632880.
[12]Li Z X,Xu L H.Experimental study on magnetorheologicaldamper for semi-active vibration control of civil infrastructures[J].Transactions of Tianjin University.2004,10(1):19-23.
[13]Ying Z G,Ni Y Q,Ko J M.Non-clipping optimal control of ran-domly excited nonlinear systems using semi-active ER/MRdampers[C].Proceedings of SPIE–The International Society forOptical Engineering.2002,v 4696:209-218.
[14]Chang C C and Zhou L.Neural network emulation of inverse dy-namics for a MR damper[J].Journal of Structural Engineering.2002,128(2):231-239.
[15]Gu Z Q,Oyadiji S O.Application of MR damper in structural con-trol using ANFIS method.Computers and Structures.2008,86(3-5):427-436.
[16]Spencer B F Jr,Yoshioka H,Ramallo J C."Smart"base isolationstrategies employing magnetorheological dampers[J].Journal ofEngineering Mechanics.2002,128(5):540-551.
[17]Christenson R E,Spencer B F Jr,Johnson E A.Coupled buildingcontrol using active and mart damping strategies[J].Optimizationand Control in Civil and Structural Engineering,Civil-CompPress.1999:187-195.
[18]Ni Y Q,Liu H J,Ko J M.Experimental investigation on seismicresponse control of adjacent buildings using semi-active MRdampers[C].Proceedings of SPIE–The International Society forOptical Engineering.2002,v 4696:334-344.
[19]姜南,李忠献.相邻结构地震反应MR阻尼器控制的仿真分析[J].地震工程与工程振动.2008,28(2):131-136.
[20]姜南.应用MR阻尼器的相邻建筑地震反应半主动控制理论与试验研究[D].天津:天津大学,2003.
[21]徐龙河,周云.MRFD半主动控制系统的时滞与补偿[J].地震工程和工程振动,2001,21(3):127-131.
[22]任清,应祖光.迟滞的磁流变阻尼器的随机最优控制力[J].噪声与振动控制,2004,(3):9-11.
[23]杜成斌,石平才.带有磁流变阻尼器的结构振动实时控制试验[J].河海大学学报,2009,37(3):308-312.
[24]隋莉莉,王刚,欧进萍.基于加速度反馈的结构地震反应半主动MR阻尼控制试验[J].地震工程和工程振动,2002,22(6):89-95.
[25]Soong T.T.Active structural control theory and practice[M].Longman Scientific&technical,UK,1990.50-57.
[26]周云,吴志远,梁兴文.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程振动,2001,21(4):159-162.
[27]郭安薪,李惠,欧进萍.广畅国际大厦磁流变和粘滞阻尼器抗震分析[J].世界地震工程,2003,19(4):45-50.
[28]薛素铎,卞晓芳.SMA-MR阻尼器在大跨度挑篷结构中的减振控制研究[J].空间结构,2005,11(2):19-26.
[29]唐少容,周岱,黄真,等.MR智能阻尼器对空间网壳结构的风振抑制分析[J].振动与冲击,2006,25(6).25-34.
[30]林伟.多维多点地震激励的大跨度空间结构MRFD半主动控制[D].天津:天津大学,2009.
[31]谭平,闫维明,周福霖.大平台多塔楼新型隔震体系的智能磁流变控制[J].工程抗震与加固改造,2007,29(3):41-47.
[32]张洵安,谢霄,连业达.巨-子型控制结构体系风振的半主动控制研究[J].郑州大学学报,2005,26(4):39-43.
[33]李宏男,杨浩.多维地震作用下偏心结构的磁流变阻尼器半主动控制[J].地震工程和工程振动,2004,24(3):167-174.
[34]李秀领,李宏男.框-剪偏心结构平-扭耦联反应半主动控制试验研究[J].大连理工大学学报,2008,48(5):691-197.
[35]廖昌荣,陈伟民,余淼,等.磁流变阻尼器件设计中若干技术问题探讨[J].功能材料与器件学报,2001,7(4):345-349.
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