结构被动和主动多重调谐质量阻尼器控制策略的发展
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摘要
广泛评述了被动多重调谐质量阻尼器(MTMD)的研究现状,提出了结构主动多重调谐质量阻尼器(AMTMD)和多重主被动调谐质量阻尼器(MAPTMD)的新控制策略,介绍了AMTMD和MAPTMD的研究进展,并指出了进一步研究的发展方向。
A comprehensive survey is made on the passive multiple tuned mass dampers(MTMD).Two new control strategiesactive multiple tuned mass dampers(AMTMD)and multiple activepassive tuned mass dampers(MAPTMD)is proposed for the vibration control of structures.Development in studying AMTMD and MAPTMD is introduced.Likewise future directions of AMTMD and MAPTMD are discussed in the present paper.
A comprehensive survey is made on the passive multiple tuned mass dampers(MTMD).Two new control strategiesactive multiple tuned mass dampers(AMTMD)and multiple activepassive tuned mass dampers(MAPTMD)is proposed for the vibration control of structures.Development in studying AMTMD and MAPTMD is introduced.Likewise future directions of AMTMD and MAPTMD are discussed in the present paper.
引文
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[29] NishimuraI,KoboriT,SakamotoM,etal.Activepassivecompositetunedmassdamper.ProceedingsoftheSeminaronSeismicIsolation,PassiveEnergyD
[2] AldawodM,SamaliB,NaghdyF,KwokKCS.Activecontrolofalongwindresponseoftallbuildingusingafuzzycontroller.EngineeringStructures,2001,23:1512 1522.
[3] SpencerBF,SainMK.Controllingbuildings:anewfrontierinfeedback.IEEEControlSystemsMag.,1997,17:19 35.
[4] KareemA,KijewskiT,TamuraY.Mitigationofmotionsoftallbuildingswithspecificexamplesofrecentapplications.WindandStructures,1999,2(3):201 251.
[5] SoongTT,ReinhornAM,WangYP,LinRC.Fullscaleimplementationofactivecontrol,PartⅠ:Systemdesignandsimulationresults.JournalofStructuralEngineering,ASCE1991,117(11):3516 3536.
[6] ReinhornAM,SoongTT,RileyMA,LinRC,AizawaS,HigashihoM.Fullscaleimplementationofactivecontrol,PartⅡ:installationandperformance.JournalofStructuralEngineering,ASCE1993,199(11):2317 2332.
[7] YangJN,KimJH,AgrawalAK.Resettingsemiactivestiffnessdamperforseismicresponsecontrol.JournalofStructuralEngineering,ASCE2000,126(12):1427 1433.
[8] CarottiATurciE.Atuningcriterionfortheinertialtuneddamper.DesignusingphasorsinArgand Gaussplane.AppliedMathematicalModelling,1999,23:199 217.
[9] RanaR,SoongTT.Parametricstudyandsimplifieddesignoftunedmassdampers.EngineeringStructures,1998,20:193 204.
[10] 李国强,陈素文,李 杰,陆雪平.上海金茂大厦结构动力特性测试[J].建筑结构学报,2000,33(2):35 39.
[11] IwanamiK,SetoK.Optimumdesignofdualtunedmassdampersandtheireffectiveness.ProceedingsoftheJSME(C)1984,50(449):44 52(inJapanese).09
[12] XuK,IgusaT.Dynamiccharacteristicsofmultiplesubstructureswithcloselyspacedfrequencies.EarthquakeEngineeringandStructuralDynamics,1992,21:1059 1070.
[13] YamaguchiH,HarnpornchaiN.Fundamentalcharacteristicsofmultipletunedmassdampersforsuppressingharmonicallyforcedoscillations.EarthquakeEngineeringandStructuralDynamics,1933,22:51 62.
[14] AbeM,FujinoY.Dynamiccharacteristicsofmultipletunedmassdampersandsomedesignformulas.EarthquakeEngineeringandStructuralDynamics,1994,23:813 835.
[15] JangidRS.Dynamiccharacteristicsofstructureswithmultipletunedmassdampers.StructuralEngineeringandMechanics,1995,3:497 509.
[16] KareemA,KlineS.Performanceofmultiplemassdampersunderrandomloading.JournalofStructuralEngineering,ASCE1995,121:348 361.
[17] JangidRS,DattaTK.Performanceofmultipletunedmassdampersfortorsionallycoupledsystem.EarthquakeEngineeringandStructuralDynamics,1997,26:307 317.
[18] 张旭升,王肇民.钢结构电视塔的MTMD风振控制研究及设计[J].计算力学学报,1998,15(1):101 107.
[19] 王肇民,张旭升.斜拉弹簧质量阻尼器的风振控制机理[J].建筑结构学报,1998,19(3):50 57.
[20] JangidRS.Optimummultipletunedmassdampersforbase excitedundampedsystem.EarthquakeEngineeringandStructuralDynamics,1999,28:1041 1049.
[21] LiChunxiang.Performanceofmultipletunedmassdampersforattenuatingundesirableoscillationsofstructuresunderthegroundaccel.eration.EarthquakeEngineeringandStructuralDynamics,2000,29:1405 1421.
[22] ParkJ,ReedD.Analysisandlinearlydistributedmassdampersunderharmonicandearthquakeexcitation.EngineeringStructures,2001,23:802 814.
[23] GuM,ChenSR,ChangCC.ParametricstudyonmultipletunedmassdampersforbuffetingcontrolofYangpuBridge.JournalofWindEngineeringandIndustrialAerodynamics,2001,89(1112):987 1000.
[24] 余钱华,胡世德,范立础.桥梁结构MTMD被动控制的理论研究和实桥分析[J].世界地震工程,2001,17(3):105 108.
[25] LiChunxiang.OptimummultipletunedmassdampersforstructuresunderthegroundaccelerationbasedonDDMFandADMF.EarthquakeEngineeringandStructuralDynamics,2002,31:897919.
[26] LiChunxiang,LiuYanxia.Furthercharacteristicsformultipletunedmassdampers.JournalofStructuralEngineering,ASCE2002,128(10).
[27] LiChunxiang,LiuYanxia.Optimummultipletunedmassdampersforstructuresundergroundaccelerationbasedontheuniformdistributionofsystemparameters.EarthquakeEngineeringandStructuralDynamics,inpress.
[28] 李春祥,刘艳霞,王肇民.基于修正的Clough Penzien地震动模型时MTMD的动力特性[J].应用力学学报,2003,(1).
[29] NishimuraI,KoboriT,SakamotoM,etal.Activepassivecompositetunedmassdamper.ProceedingsoftheSeminaronSeismicIsolation,PassiveEnergyD
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