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公路曲线连续梁桥车桥耦合振动研究 I.Introduction Continuityofbridgesisanessentialpartofmodernhighwaydesign.Continuousbridgesprovideanumberofbenefitssuchasreducingthenumberofpiersneeded,improvingstructuralstability,andreducingjointmaintenancerequirements.However,continuousbridgesmayalsoleadtoagreaterlikelihoodofvehicle-bridgeinteractioneffects,includingthecouplingofthebridgeandthevehiclevibrations,asaresultoftheincreasedfrequencyandamplitudeofthevehicleloadsonthebridgedeck.Thevehicle-bridgeinteractioneffectscanaffectthesafety,comfort,anddurabilityofthebridgeandthevehiclesthatuseit. Thispaperpresentsastudyofthevehicle-bridgeinteractioneffectsoncontinuousbridgeswithcurvedalignments.Theresearchaimstoinvestigatethedynamicbehaviorofthebridgeundercoupledvehicleandbridgevibrationandtoidentifythecriticalparametersthataffecttheinteractioneffects.Thestudyisbasedonnumericalsimulationsthatuseafiniteelementmodelofacontinuouscurvedbridgeandamultibodyvehiclemodel.Theresultsofthesimulationsareusedtoidentifythebridgeandvehicleresponse,andtheeffectsofdifferentparameterssuchasbridgecurvature,vehiclespeed,andaxlespacingareanalyzed. II.LiteratureReview Thevehicle-bridgeinteractionphenomenonhasbeenextensivelystudiedinrecentyears,andmanyresearchershavefocusedonthedynamicresponseofcurvedbridgesastheinteractioneffectsmightbemoresignificantincurvedbridgesthaninstraightbridges.Severalresearchstudieshaveinvestigatedtheeffectofbridgecurvatureonvehicle-bridgeinteraction,andthefindingssuggestthatthebridgecurvatureplaysasignificantroleinthedynamicbehaviorofthebridge.Curvatureamplifiesthelateralandverticalforcescausedbythevehicleloadsandresultsinincreasedvibrationamplitudes. Differenttechniqueshavebeenusedtomodelthevehicle-bridgeinteraction,andfiniteelementmethod(FEM)hasbeenthemostcommonapproach.TheFEMmodelofabridgecanpredictthedynamicresponseofthebridgeundergivenloadingconditions.Meanwhile,themulti-bodydynamic(MBD)simulationhasbeenwidelyusedtomodelthevehicleresponseanditsinteractionwiththeroadsurface. III.Methodolo