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1、②申請同濟大學(xué)工學(xué)碩士學(xué)位論文軌道交通橋梁阻尼器減振研究培養(yǎng)單位:一級學(xué)科:二級學(xué)科:研究生:指導(dǎo)教師:土木工程學(xué)院土木工程橋梁與隧道工程孫穎顧萍副教授二oo七年三月AbstractWhilethesixthvelocityupgradingofChinarailwayiscoming,theproblemthatsteeltrUSSbridges、“mshortspanandlightweightissufferinginefficiencyinstiffnessandgreatamplitudewillagainbefocused.Howtoeconomicallyandefficient
2、lysolvetheseU:afficsafetyproblemsandmaketheexistingagedbridgesgo01"1withtheirfunctionisrightontheschedule.TMD(TunedMassDamper)isavibrationobjectthatassembledinastructurewhoseamplitudeofvibrationneedstobereducedthe.UsingTMDtechnique,thevibrationCanberestrainedinthemainstructurebytransferringvibration
3、energytoTMD.TMDhastheeasy-understoodtheoryandithasbeenwidelyusedinmanyfields,howewcrbynOWithasnotbeenusedinconstrainingsteeltra$$bridges’vibration.ThisarticleisaimtomakeapplicationofTMDworkingontherailwaysteeltrussbridges.Itincludessomepointsasfollows:Firstly,a3DbeamelementmodalthatCantelltherealbri
4、dges’characteristicsofbearingforcewillbeconstructed.ItwilllatelybecheckedwithANSYS.whichisanall-powerfulfiniteelementsoftware.Secondly,vehiclemodal,whichissuitableforanalyzingvehicle—bridgecoupling,willbebuilt.Sinusoidalyawwavetheoryandirregularityoftracka托consideredaslateralspurringforceinthevehiel
5、e-bridgecouplinganalysis.Thirdly,fourtypesofTMDwhichcanreducelateralorverticalvibrationwilleffectinvehicle-bridgecouplingsystem.TheparametersofMTMDarealsostudiedtoanalyzetheinfluenceofreducingvibration.Fourth,amultifuactionalinterfaceprogramiscomposed,whichCallmakethecalculatingresultsvisualized.Fin
6、ally,twothrough—typesteeltrussbridgeswithspansof48mand64mareanalyzedwi也theeffectofMTMD.Agroupofoptimalparametersandsomesuggestionsarepresentedbased011theanalysisstudy.Keyword:vehicle-bridgecouplinganalyze,steeltrUSSbridges,ANSYS,Sinusoidalyawwavetheory,parametersofMTMD學(xué)位論文版權(quán)使用授權(quán)書本人完全了解同濟大學(xué)關(guān)于收集、保存、使用
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