结构可变阻尼半主动控制
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摘要
本文阐述了结构半主动控制的概念,并介绍了国内外有关结构半主动控制的研究状态,阐述了几种有关结构半主动控制的算法,包括基于经典最优控制的控制律及算法、基于变结构系统(VSS)现论的滑动模态控制算法和非线性奇次系统的bang-bang控制算法,重点阐述了变结构系统(VSS)理论和滑移面的确定及控制律的设计。
In this paper, the cancept and state -of- the- art of semi- active structural control is expounded. Several control laws and atlgorithms used for serd -active struciural cdntrol are discussed. These include (1) control law and algorithm based on classical optimal control: (2) sliding mode control (SMC) hased on variable structure systems (VSS); (3) bang -bahg control of nonlined. homogeneous systems. Emphasis is placed on sliding mode control. The detail of design of the sliding surtbce and design of the controller using Lyapunov direct method are given.
引文
1刘季.结构控制理论与控制技术的研究.哈尔滨建筑大学学报,1995.增刊2刘季等.结构控制研究与工程应用状况及展望.工程力学增刊,1994.3刘季、宋根由.结构主动控制系统(AMD)实验与分析。工程力学增刊.19964刘季.李敏霞.变刚度结构半主动控制的研究.地震工程与工程振动,No.1,19975Soong.T.T.,ActiveStructrualControl:TheoryandPractice,LongmanScientific&Technical,NewYork,19906Yang.J.N..Li.Z..andDanielians,A..HybridcontrolofSeismic-excitedNonlinearandInelasticStructrualSystemsNationalCenterfor.EarthquakeEngineeringResearch.Buffalo.,N.Y..TechnicalReportNCEER-TR-91-0020.19917Kawashima.K.,etal.CurrentResearchEfforts.in.JapanforPassiveandActiveControlofHighwayBridgesAgainstEarthquakes.23rdJointMeetingofU.S.JapanPanelonWindandSeismicEffects.U,J.N.R..Tsukuba.Japan.19918KawashimaK,etal.EffectivenessoftheVariableDamperfor.ReducingSeismicResponseofHighwayBridgesAgainstEarthquakes.Proc2ndUS-JapanWorkshoponEarthquakeProtectiveSystemfor.Bridges,PWRI,Tsubuka.Japan.1992,pp.479-4949KawashimaK..etal..SeismicResponseControlofBridgesbyVariableDampers.J.Struct.Eng.ASCE120,September.199410Inaudi,JA..andKelly.J.M.,1994.single-degree-of-freedomNonlinearHomogeneousSystems.J.Engrg.Mech.120(7),1543-156211Yang.J.N.,Li.Z..andVongchavalitakul,S.,HybridControlofSeismic-excitedBridgeStrucutresUsingVariableDampers.StructuralEngineeringinNaturalHazardsMitigation,1.ASCEStructuresCon-gress'93,1993,pp778-78312YangJ.N..Li.Z-.Wu.J.C.,andYoung.K.K.D.,ADiscontinuousCotrolMethodforCivilEngineeringStructures.inDynamicsandControlofLargeStructuresL.Meirovitch(ed.)pp.167-180.Proc.9thVPl&SUSymp.onDynamicsandControlofLargeStructures.Blacksberg.VA,199313Yang,J.N.,Li,Z.,andWu,J.C,andKawashimaK.,andUnjoh,S..HybridControlSystemsforSeis-mic-excitedBridges.Proc.3rd.US.-JapanWorkshopon.ProtectiveSystemsforBridges,Berkley,CA.1994.pp3-65-3-7914Yang,J.N..Wu,J.CAgrawal.A.K,.amdLi.Z.,SlidingModeControlof.Seismic-excitedLinearorNonlinearCivilEngineeringStructures.NationalCenterforFarthquakeEngineeringResearch,Buffalo,N.Y..TechnicalReportNCEER-94-0017.15Yang.JN..Li.Z.,andWu.J.C,DiscontinuousNonlinearControlofBase-isolatedBuilding.Proc,Int.WorkshoponStructuralControlG.W.HousnerandS.F.Masri.(eds),Honolulu,Hl.1993.pp.551-56316Yang,J.N..Wu.JC...Reinhorn.AM-.andRiley.M..Controlof.Sliding-isolatedBuildingsUsingSlidingModeControl-J.StructEng.ASCE121,December199517Kobori.T.,Kanayama,H,andKamagata,S.,1988.AProposalof.NewAnti-seismicStructurewithActiveSeismicResponseControlSystem-DynamicIntelligentBuildingProc.,9thWorldConf..onEarthquakeEngrgPaperSE-11.(9wCEE),JapanAssociationforEarthquakeDisasterPrevention.Tokyo.Japan.465-47018Kobori.T..Takahashi,M..Nasu.T.,Kurata,N..Hirai.J,andOgasawara,K.1990.ShakingTableExperi-mentofMultistorySeismicResponseControlledStucturewithActiveVariableStiffnes.(AVS)System.Proc,8th,JapanEarthquakeEngrg.Symp..Paper321.Vo1.2,JapaneseSocietyof.SoilMech.andFound.Engrg.,Tokyo.Japan,1923-1928(inJapanese)19Nims.D.K.,lnaudi.J.A..Richter..P.J.,Kelly,JM.1993..Applicationof.theEnergyDissipatingRestrainttoBuilding,proc.ATC--17-1SeminaronBaseIsolationEnergyDissipationandActiveControl,SanFrancisco.Calif.20.Richter.P.J.,NimsDK.KellyJ..M.,andKallenbach.R..M.1990..TheEDR-energyDissipatingRestraint,aNewDeviceformitigatingSeismicEffectsProc,1990Struct,Engrg.Assoc,ofCalifornis,LakeTahoe,Calif21Hrovat,D,p,andRabins,M1983Semi-activeVersusPasslveorActiveTunedMassDampersforStructuralControl.J.Engrg,Mech.,109(3),691-70522Yang.J.N.Wu,J.C.,andKawashimaK.andUnjoh,S,HybridControlofSeismic-excitedBridgeStruc-tures.EarthquakeEngineeringandSiructuralDynamics,Vol.24,1437-1451,199523Feng,Q.Fujiis.andshinozuka,M.Useof.aVsariableDamperforHybridControlofBridgeResponseUnder,Earthquake,.Proc.U.S.NationalWoikshopon.StructuralControl.USC,CA.1990,p,107-11124Emel,yanov,S.V.1964.DesignofVariableSiruciureControlSystemswithDiscontinuou.SwiichingFunctions.EngCybern.1.156-16025Emel,yanov.S.V.1967.AutomaticControlSystemsof.VariableStructure,Nauka,Moscow26Utkin,V.I.1971,EquationsofSlidittgModeinDisctontinuousSystemsI,AutomaticRemoteComtr,21.1897-190727Utkin,V.I.1974.SlidingModesandTheirApplicationinVariableStructureSystems.MIR,Moscow(EnglishTranslation,1978)28Utkin.V.I.1977.VariableStructureSystemswithSlidingModes.IEIEETranst,AC22.212-22229Itkis,U.1976,ControlSystemsofVariableStructure.KeterPublishingHousetJerusalemSEMI-ACTIVESTRUCTURALCONTROLUSINGVARIABLEDAMPINGLiuJiSunZuoyu(HarbinUniversityofArchitectureandEngineering)Inthispaper,theconceptandstate-of-the-artofsemi-activestructuralcontrolisexpounded.Severalcontrollawsandalgorithmsusedforsemi-activestructuralcontrolarediscussed.Theseinclude(1)controllawandalgorithmbasedonclassicaloptimalcontrol:(2)slidingmodecontrol(SMC)hasedonvariablestructuresystems(VSS);(3)bang-bangcontrolofnonlinear.homogeneoussystems.Emphasisisplacedonslidingmodecontrol.ThedetailofdesignoftheslidingsurfaceanddesignofthecontrollerusingLyapunovdirectmethodaregiven.Keywordssemi-activecontrol,variablestructuresystem,variableviscousdamper,Slidingmode

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