建筑结构利用磁流变阻尼器振动控制技术的研究进展
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摘要
近年来,人们对磁流变阻尼器进行了大量研究的结果表明它是一种比较理想的半主动控制装置.本文从磁流变液的特点,磁流变液体的力学模型,半主动控制策略及工程应用等几个方面阐述了其发展过程,并指出磁流变阻尼器存在的问题及发展前景.
A lot of studies are recently focused on the MR damper that are ideal semi-active control device.In this paper,some kinds of topics are illustrated,which are development on MR dampers, mechanical model of MR dampers and semi-active control law and applications in civil Engineering.The shortcoming nowadays and outlook in the future for the MR dampers are pointed out.
A lot of studies are recently focused on the MR damper that are ideal semi-active control device.In this paper,some kinds of topics are illustrated,which are development on MR dampers, mechanical model of MR dampers and semi-active control law and applications in civil Engineering.The shortcoming nowadays and outlook in the future for the MR dampers are pointed out.
引文
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[4]Stanway,R .,Sproston,J.L .,andStevens,N .G .(1987).”Non-linearmodellingofanelectro—rheologicalvibrationdamper.” J .Eectrostatics,20,167～184.
[5]Gamota,D .R ,andFilisko,F .E .(1991)”Dynamicmechanicastudiesofelectrorheologicalmaterials:moderatefrequencies.” J .Rheology,35,399～425.
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[8]Leiman,G(1994).”Semiactivecontrolforviberationattenuation.”J .IntelligentMut.Sys.andstruct.5(September),841～846.
[9]McClamroch,N .H .,andH .P .(1995).”Closedloopstructuralcontrolusingelectrorheologicaldampers.”Proc.,Am.control Conf.,AmericanAutomaticControlCouncil,Washington,D .C .,4173～4177.
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[12]Dyke,S .J .,Spencer,B .F .,Jr.,sainM .K .,andCarIson,J.D .(1996d).”Modelingandcontrolofmagnetorheological dampersforseismicresponseruduction,”SmartMat.andSrruct.,5,565～575
[13]JOSEA .INAUDI .”ModulaedHomogeneousFriction:ASemi-ativeDampingStrategy”EarthpuakeRngngStruct.Dyn. 1997:26:361-376
[14]Y .RibakovandJ .Gluck”Selectivecontrolledbadeisolationsysremwithmangnetorheologicaldampers”EarthquakeEngng Srruct.Dny.2002;31:1301～1324
[15]周云,徐龙河,李忠献“半主动磁流变阻尼器控制结构的地震反应分析”地震工程与工程振动200020(2)107～111
[16]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”地震工程与工程控制200121(4)159～162
[17]GordaninejadF ,SaiiidiM ,HansenBC ,ChangeFK .controlofbridgesusingmagneto-Rheologicalfluiddampersand fiber-reinforced,composite-materalcolumn[A].Procedingsofthe1998SPIEConference[C].Inpress.
[18]HousencerG .W .etal”SructuralstudyofMRdamper:Past,presentandfuture.J .ofEng.Mech,1997.123(9)897～971
[19]Y .Lxuetal”Seismicreponsecontrolofframestucuralusingmagnetorlogical/electroheologicaldamper”EarthquadeEngng Struct.Dyn.2002,29:557～575
[20]欧进萍,关新春,“可控流体减振驱研究与应用”世界地震工程师,1998,14(4)30～40
[21]周云,徐志河,李忠献“智能流体减振控制技术的研究与应用”世界地震工程师1999,15(4)10～19
[22]欧进萍,关新春“磁流变阻尼器性能的度研究”,1999,19(4)76～81
[2]Shames,I .H .,andCozzarelli,F .A .(1992).ElasticandInelasticStressAnalysis.Prentice-Hall,Inc.,EnglewoodCliffs,N .j.
[3]Stwnwqy,R .,Sproston,J .L .,andStemens,N .G .(1985).”Non-linearinentificationlranElectrorheologicalVibration Damper.”IFACIdentificationandSys.ParameterEstimation,195～200.
[4]Stanway,R .,Sproston,J.L .,andStevens,N .G .(1987).”Non-linearmodellingofanelectro—rheologicalvibrationdamper.” J .Eectrostatics,20,167～184.
[5]Gamota,D .R ,andFilisko,F .E .(1991)”Dynamicmechanicastudiesofelectrorheologicalmaterials:moderatefrequencies.” J .Rheology,35,399～425.
[6]Wen,Y .K .(1976).”Methodofrandomviberationofhystereticsystems.”J .Engtg.Mech.Div.,ASCE ,102(2,249～263
[7]B .FSpenceretal”PlenomenologicalModelformagnetorheolgicaldampers”J .Engrg.Mech.ASCE 123(3)230～138
[8]Leiman,G(1994).”Semiactivecontrolforviberationattenuation.”J .IntelligentMut.Sys.andstruct.5(September),841～846.
[9]McClamroch,N .H .,andH .P .(1995).”Closedloopstructuralcontrolusingelectrorheologicaldampers.”Proc.,Am.control Conf.,AmericanAutomaticControlCouncil,Washington,D .C .,4173～4177.
[10]Dyke,S .J.,Spemer,B .F .,Sain,M .K .,andCarson,J.D .(1996e).”Experimentalverificationofsemiactivestructuralcontrol strategiesusingaccelerationfeedback.”Proc.,3rdIndt.ConfonMotionandViberationControl,Vol.3,Japansocietyof Mechanicalendineers,Tokyo,291～296
[11]Dyke,S .J .,Spencer,B .F .,Jr.,Sain,M .K .,andCarIson,J .D(1996c).”semiactiveresponsereductionusingmagnet orheologicaldampers.”Proc.,IFACWoldCorgr.,145～150
[12]Dyke,S .J .,Spencer,B .F .,Jr.,sainM .K .,andCarIson,J.D .(1996d).”Modelingandcontrolofmagnetorheological dampersforseismicresponseruduction,”SmartMat.andSrruct.,5,565～575
[13]JOSEA .INAUDI .”ModulaedHomogeneousFriction:ASemi-ativeDampingStrategy”EarthpuakeRngngStruct.Dyn. 1997:26:361-376
[14]Y .RibakovandJ .Gluck”Selectivecontrolledbadeisolationsysremwithmangnetorheologicaldampers”EarthquakeEngng Srruct.Dny.2002;31:1301～1324
[15]周云,徐龙河,李忠献“半主动磁流变阻尼器控制结构的地震反应分析”地震工程与工程振动200020(2)107～111
[16]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”地震工程与工程控制200121(4)159～162
[17]GordaninejadF ,SaiiidiM ,HansenBC ,ChangeFK .controlofbridgesusingmagneto-Rheologicalfluiddampersand fiber-reinforced,composite-materalcolumn[A].Procedingsofthe1998SPIEConference[C].Inpress.
[18]HousencerG .W .etal”SructuralstudyofMRdamper:Past,presentandfuture.J .ofEng.Mech,1997.123(9)897～971
[19]Y .Lxuetal”Seismicreponsecontrolofframestucuralusingmagnetorlogical/electroheologicaldamper”EarthquadeEngng Struct.Dyn.2002,29:557～575
[20]欧进萍,关新春,“可控流体减振驱研究与应用”世界地震工程师,1998,14(4)30～40
[21]周云,徐志河,李忠献“智能流体减振控制技术的研究与应用”世界地震工程师1999,15(4)10～19
[22]欧进萍,关新春“磁流变阻尼器性能的度研究”,1999,19(4)76～81
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