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非线性管土作用下钢悬链式立管动力响应分析 Title:DynamicResponseAnalysisofSteelCatenaryRiserunderNonlinearSoil-StructureInteraction Introduction: Thedemandfordeepwateroilandgasexplorationhasledtothewidespreaduseofsteelcatenaryrisers(SCRs),whichprovideameansfortransportingfluidsfromtheseabedtofloatingproductionfacilities.ThedynamicresponseofSCRssubjectedtothecombinedeffectofwave-inducedmotionsandsoil-structureinteractionisofparamountimportanceforthedesignandsafeoperationofthesesystems.ThispaperaimstoexplorethedynamicresponseofSCRsconsideringthenonlinearsoil-structureinteraction. LiteratureReview: PreviousstudieshaveextensivelyaddressedthedynamicresponseofSCRs,focusingonhydrodynamicloadsandlinearsoil-structureinteraction.However,itiswell-knownthatthesoil-structureinteractionindeepwaterenvironmentsexhibitsnonlinearbehaviorduetothelargedeformationsinducedbythecyclicloading.TheimpactofthisnonlinearityonthedynamicresponseofSCRsisnotwellunderstoodandnecessitatesfurtherinvestigation. Methodology: Thedynamicresponseanalysisofasteelcatenaryrisersubjecttowave-inducedmotionsandnonlinearsoil-structureinteractionwillbecarriedoutusingnumericalsimulations.Thefollowingstepswillbefollowed: 1.Developmentofahydrodynamicmodel:Ahydrodynamicmodelwillbeestablishedtosimulatethewave-inducedloadsontheSCR.Thewavecharacteristicsandwavekinematicswillbemodeledbasedonappropriatetheoriesandempiricalequations. 2.Nonlinearsoil-structureinteractionmodeling:Thesoil-structureinteractionwillbemodeledconsideringboththegeometricnonlinearity(duetolargedisplacements)andmaterialnonlinearity(duetocyclicloading).Nonlinearfiniteelementanalysiswillbeperformedtocapturethenonlinearbehaviorofthesoil. 3.SCRmodeldevelopment:Athree-dimensionalfiniteelementmodeloftheSCRwillbecreated,consideringthedynamicbehavioroftheriseranditsinteractionwiththesurroundingsoil.Theriserwillbemodeledasaseriesofbeamelements,consideringtheaxialstiffness,bendingstiffness,andmassproperties. 4.Dynamicresponseanalysis:Thecoupleddynamicequationsofmotionwillbenumerica