变阻尼半主动振动控制研究现状
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摘要
半主动控制系统在国内外得到很多关注,已取得了很大的研究进展。通过对结构振动控制的概述,介绍了变阻尼半主动控制的控制装置和控制算法的研究现状,并指出结构振动半主动控制工程应用所面临的几个主要问题。
In recent years,semi-active control has received wide spread attentions both at home and abroad,and it has achieved great progress.In this paper,the research status of structural vibration control has expounded through the introduction of variable semi-active control device and control algorithm for damped.The several major issues of structure vibration of semi-active control engineering applications are pointed out.
In recent years,semi-active control has received wide spread attentions both at home and abroad,and it has achieved great progress.In this paper,the research status of structural vibration control has expounded through the introduction of variable semi-active control device and control algorithm for damped.The several major issues of structure vibration of semi-active control engineering applications are pointed out.
引文
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[2]欧进萍.结构振动控制-主动、半主动争智能控制[M].北京:科学出版社,2003.
[3]Hrovat D,Pinhas Barak,Michael Rabins.Semi-active versus pas-sive or active tuned mass dampers for structural control[J].Journalof ergineering medianics,1983,109(3):691-705.
[4]Feng Q,Shinozuka M.Use of a variable damper for hybrid control ofbridge response under earthquake[A].Proc U S national workshopon structural control research[C].USC Publication No CE-9013,1990.
[5]Kobori T,Takahashi M,Nasu T,et al.Seismic response controlledstructure with active variable stiffness system[J].Earthquake engrgand struct dyn,1993,22(11):925-941.
[6]Sadek F,Mohraz B.Semiactive control algorithms for structures withvariable dampers[J].Journal of engineering mechanics,1998,124(9):981-990.
[7]杨润林,周锡元,闫维明,等.结构半主动变阻尼控制性能评估[J].振动与冲击,2007,26(3):37-41.
[8]Chang J C H,Soong T T.Structural control using active tuned massdampers[J].Journal of engineering mechanics division,ASCE,1980,106(6):1091-1098.
[9]Pinkaew T,Fujino Y.Effectiveness of semi-active tuned massdampers under harmonic excitation[J].Engineering Structures,2001,23(7):850-856.
[10]Sakai F,Takaeda S,Tamaki T.Tuned liquid column damper-newtype device for suppression of building vibrations[A].Proceedingsof international conference on highrise buildings[C].Nanjing,Chi-na,1989:926-931.
[11]霍林生.偏心结构利用调液阻尼器减震控制的研究[D].大连:大连理工大学,2005.
[12]Wang J Y,Ni YQ,Ko J M,et al.Magneto-rheological tuned liquidcolumn dampers(MR-TLCDs)for vibration mitigation of tallbuildings:modeling and analysis of open-loop control[J].Com-puters and structures,2005(83):2023-2034.
[13]Winslow W M.Method and means for translating electrical impulsesinto mechanical forces[J].US Patent,1947(2):417,850.
[14]Spencer B F,Dyke S J,Sain M K,et al.Phenomenological model ofa magnetorheological damper[J].J Engrg Mech,ASCE,1997,123(3):230-238.
[15]Yi F,Dyke S J,Freeh S,et al.Investigation of magnetorheologicaldampers for seismic response control[A].Proc of the 2nd worldconf on structcontrol[C].Kyoto,Japan,1998:349-358.
[16]周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,22(4):144-150.
[17]孙清,伍晓红,胡志义,等.磁流变阻尼器性能试验及其非线性力学模型[J].工程力学,2007,24(4):183-187.
[18]闫维明,葛惠娟,董彬,等.逆变型磁流变阻尼器的实验和分析[J].地震工程与工程振动,2007,27(3):171-176.
[19]谢凌志,于建华.结构半主动控制的发展动态[J].四川建筑,2002(32):33-35.
[20]丁于强,刘齐茂.工程结构振动半主动控制发展现状与前景[J].湖南工业大学学报,2010(05):32-34.
[21]赵林.结构振动半主动控制及其实用性研究[D].天津:天津大学,2004.
[22]Sack R L,Paten W.Semi-active hydraulic structural control[A].Proceedings of the international workshop on structural control[C].USA:USC publication number CE-9311:1994:417-431.
[23]Sadek F,Mohraz B.Semiactive control algorithms for structures withvariable dampers[J].Journal of engineering mechanics,1998,124(9):981-990.
[24]孙作玉,张微敬.基于RDRNN的变阻尼半主动结构控制遗传算法[J].哈尔滨建筑大学学报,2000,33(2):8-12.
[25]Abe M.Semi-active tuned mass dampers for seismic protection ofcivil structures[J].Eaahquake engineering and structural dynam-ics,1996,25(7):743-749.
[26]Setareh M.Application of semi-active tuned mass dampers to base-excited systems[J].Earthquake engineering and structural dy-namics,2001,30(3):449-462.
[27]Pinkaew T,Fujino Y.Effectiveness of semi-active tuned massdampers under harmonic excitations[J].Engineering structures,2001,23(7):850-856.
[28]欧进萍,隋莉莉.结构振动控制的半主动磁流变质量驱动器(MR-AMD)[J].地震工程与工程振动,2002,22(2):108-114.
[29]黄斌,刘晖.智能TMD对高层建筑风振响应的抑制[J].振动与冲击,2003,22(4):58-61.
[30]王均刚,马汝建,墨蕊娜.ETMD系统减振参数研究[J].机械,2008(7):8-11.
[31]李宏男,阎石,林皋.建筑结构利用TLCD减振的神经网络智能控制[J].地震工程与工程振动,2000,20(3):137-142.
[32]Dyke S J,Spencer Jr B F,Sain M K,Carlson J D.Modeling andcontrol of magnetorheological dampers for seismic response reduc-tion[J].Smart materials and structures,1996,5(5):565-575.
[33]瞿伟廉,周耀.MR阻尼器对地震反应的模糊半主动控制[J].武汉理工大学学报,2003,25(11):44-46.
[34]李宏男,常治国,王苏岩.基于智能算法的MR阻尼器半主动控制[J].振动工程学报,2004,17(3):344-349.
[35]冉成崧,徐赵东.基于LQR的磁流变阻尼器的离散半主动控制[J].振动与冲击,2009(08):17-19.
[36]钟骏平,程远胜.基于磁流变阻尼器的舰船桅杆振动半主动模糊控制[J].船舶力学,2008(04).
[37]梁军,钟骏平,程远胜.基于ANSYS的舰船桅杆振动半主动神经网络控制仿真[J].船舶力学,2011(Z1):7-9.
[38]胡家亮,周丽,严刚.基于磁流变阻尼器的结构模糊半主动控制实验研究[J].震动与冲击,2009(3):42-43.
[39]薛晓敏,孙清,张陵,等.利用遗传算法的磁流变阻尼器结构含时滞半主动控制[J].西安交通大学学报,2010(9):92-93.
[40]杨润林,闫维明,周锡元.结构半主动控制研究中存在的若干问题[J].建筑结构学报,2007(4):102-105.
[41]孙清,张陵.结构振动半主动控制的时滞补偿研究[J].机械科学与技术,2005,24(5):505-509.
[2]欧进萍.结构振动控制-主动、半主动争智能控制[M].北京:科学出版社,2003.
[3]Hrovat D,Pinhas Barak,Michael Rabins.Semi-active versus pas-sive or active tuned mass dampers for structural control[J].Journalof ergineering medianics,1983,109(3):691-705.
[4]Feng Q,Shinozuka M.Use of a variable damper for hybrid control ofbridge response under earthquake[A].Proc U S national workshopon structural control research[C].USC Publication No CE-9013,1990.
[5]Kobori T,Takahashi M,Nasu T,et al.Seismic response controlledstructure with active variable stiffness system[J].Earthquake engrgand struct dyn,1993,22(11):925-941.
[6]Sadek F,Mohraz B.Semiactive control algorithms for structures withvariable dampers[J].Journal of engineering mechanics,1998,124(9):981-990.
[7]杨润林,周锡元,闫维明,等.结构半主动变阻尼控制性能评估[J].振动与冲击,2007,26(3):37-41.
[8]Chang J C H,Soong T T.Structural control using active tuned massdampers[J].Journal of engineering mechanics division,ASCE,1980,106(6):1091-1098.
[9]Pinkaew T,Fujino Y.Effectiveness of semi-active tuned massdampers under harmonic excitation[J].Engineering Structures,2001,23(7):850-856.
[10]Sakai F,Takaeda S,Tamaki T.Tuned liquid column damper-newtype device for suppression of building vibrations[A].Proceedingsof international conference on highrise buildings[C].Nanjing,Chi-na,1989:926-931.
[11]霍林生.偏心结构利用调液阻尼器减震控制的研究[D].大连:大连理工大学,2005.
[12]Wang J Y,Ni YQ,Ko J M,et al.Magneto-rheological tuned liquidcolumn dampers(MR-TLCDs)for vibration mitigation of tallbuildings:modeling and analysis of open-loop control[J].Com-puters and structures,2005(83):2023-2034.
[13]Winslow W M.Method and means for translating electrical impulsesinto mechanical forces[J].US Patent,1947(2):417,850.
[14]Spencer B F,Dyke S J,Sain M K,et al.Phenomenological model ofa magnetorheological damper[J].J Engrg Mech,ASCE,1997,123(3):230-238.
[15]Yi F,Dyke S J,Freeh S,et al.Investigation of magnetorheologicaldampers for seismic response control[A].Proc of the 2nd worldconf on structcontrol[C].Kyoto,Japan,1998:349-358.
[16]周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,22(4):144-150.
[17]孙清,伍晓红,胡志义,等.磁流变阻尼器性能试验及其非线性力学模型[J].工程力学,2007,24(4):183-187.
[18]闫维明,葛惠娟,董彬,等.逆变型磁流变阻尼器的实验和分析[J].地震工程与工程振动,2007,27(3):171-176.
[19]谢凌志,于建华.结构半主动控制的发展动态[J].四川建筑,2002(32):33-35.
[20]丁于强,刘齐茂.工程结构振动半主动控制发展现状与前景[J].湖南工业大学学报,2010(05):32-34.
[21]赵林.结构振动半主动控制及其实用性研究[D].天津:天津大学,2004.
[22]Sack R L,Paten W.Semi-active hydraulic structural control[A].Proceedings of the international workshop on structural control[C].USA:USC publication number CE-9311:1994:417-431.
[23]Sadek F,Mohraz B.Semiactive control algorithms for structures withvariable dampers[J].Journal of engineering mechanics,1998,124(9):981-990.
[24]孙作玉,张微敬.基于RDRNN的变阻尼半主动结构控制遗传算法[J].哈尔滨建筑大学学报,2000,33(2):8-12.
[25]Abe M.Semi-active tuned mass dampers for seismic protection ofcivil structures[J].Eaahquake engineering and structural dynam-ics,1996,25(7):743-749.
[26]Setareh M.Application of semi-active tuned mass dampers to base-excited systems[J].Earthquake engineering and structural dy-namics,2001,30(3):449-462.
[27]Pinkaew T,Fujino Y.Effectiveness of semi-active tuned massdampers under harmonic excitations[J].Engineering structures,2001,23(7):850-856.
[28]欧进萍,隋莉莉.结构振动控制的半主动磁流变质量驱动器(MR-AMD)[J].地震工程与工程振动,2002,22(2):108-114.
[29]黄斌,刘晖.智能TMD对高层建筑风振响应的抑制[J].振动与冲击,2003,22(4):58-61.
[30]王均刚,马汝建,墨蕊娜.ETMD系统减振参数研究[J].机械,2008(7):8-11.
[31]李宏男,阎石,林皋.建筑结构利用TLCD减振的神经网络智能控制[J].地震工程与工程振动,2000,20(3):137-142.
[32]Dyke S J,Spencer Jr B F,Sain M K,Carlson J D.Modeling andcontrol of magnetorheological dampers for seismic response reduc-tion[J].Smart materials and structures,1996,5(5):565-575.
[33]瞿伟廉,周耀.MR阻尼器对地震反应的模糊半主动控制[J].武汉理工大学学报,2003,25(11):44-46.
[34]李宏男,常治国,王苏岩.基于智能算法的MR阻尼器半主动控制[J].振动工程学报,2004,17(3):344-349.
[35]冉成崧,徐赵东.基于LQR的磁流变阻尼器的离散半主动控制[J].振动与冲击,2009(08):17-19.
[36]钟骏平,程远胜.基于磁流变阻尼器的舰船桅杆振动半主动模糊控制[J].船舶力学,2008(04).
[37]梁军,钟骏平,程远胜.基于ANSYS的舰船桅杆振动半主动神经网络控制仿真[J].船舶力学,2011(Z1):7-9.
[38]胡家亮,周丽,严刚.基于磁流变阻尼器的结构模糊半主动控制实验研究[J].震动与冲击,2009(3):42-43.
[39]薛晓敏,孙清,张陵,等.利用遗传算法的磁流变阻尼器结构含时滞半主动控制[J].西安交通大学学报,2010(9):92-93.
[40]杨润林,闫维明,周锡元.结构半主动控制研究中存在的若干问题[J].建筑结构学报,2007(4):102-105.
[41]孙清,张陵.结构振动半主动控制的时滞补偿研究[J].机械科学与技术,2005,24(5):505-509.
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