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二阶波浪力下6MW单柱浮式风力机动态响应分析 Title:DynamicResponseAnalysisofa6MWMonopileFloatingWindTurbineunderSecond-orderWaveLoads Abstract: Thegrowinginterestinharnessingrenewableenergyhasledtosignificantdevelopmentsinoffshorewindenergy.Floatingwindturbineshavegainedattentionduetotheirabilitytotapintowindresourcesindeepwaterareas.However,thedynamicbehaviorofthesestructuresinthepresenceofwavespresentsasignificantchallenge.Thisstudyfocusesonthedynamicresponseanalysisofa6MWmonopilefloatingwindturbinesubjectedtosecond-orderwaveloads.Theaimistoassessthestructuralintegrityandperformanceofthewindturbineundervariousseaconditions. 1.Introduction Theneedforsustainableenergysourceshasspurredtherapidgrowthofoffshorewindenergy.Floatingwindturbineshaveemergedasapromisingsolutiontotapintowindresourcesindeeperwaters.However,theirstabilityandstructuralintegrityunderwave-inducedloadsmustbethoroughlyanalyzedtoensurereliableoperation.Thissectionwillprovideanoverviewofthemotivation,researchobjectives,andthesignificanceofthisstudy. 2.LiteratureReview Acomprehensivereviewoftheexistingliteratureonfloatingwindturbinesandtheirdynamicresponseanalysiswillbeconductedinthissection.Thereviewwillcovertopicssuchasfloatingwindturbinedesign,hydrodynamicmodeling,andstructuralanalysismethods.Relevantstudiesonthesecond-orderwaveloadsandtheirinfluenceonthedynamicresponseoffloatingwindturbineswillalsobediscussed. 3.WindTurbineandFloatingPlatformModeling Inordertoperformdynamicresponseanalysis,accuratemodelingofthewindturbineandfloatingplatformiscrucial.Thissectionwilldescribethemodelingtechniquesusedforthewindturbine,includingbladeelementmomentumtheoryforaerodynamicanalysis.ThefloatingplatformwillbemodeledusingtheMorisonequationtorepresentthehydrodynamicloads.Anyassumptionsmadeduringthemodelingprocesswillbeclearlystated. 4.WaveModelingandSecond-orderEffects Toaccuratelysimulatethewaveloads,appropriatewavemodelsneedtobeidentified.Thissectionwilldiscusstheselectionofasuitablewavemodelforcapturingthesecond-ordereffectsonthefl