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Natural frequencies and response amplitude operators of scale model of spar-type floating offshore wind turbine

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dc.contributor.authorHong, Sin-Pyo-
dc.contributor.authorCho, Jin-Rae-
dc.date.available2020-07-10T05:20:56Z-
dc.date.created2020-07-06-
dc.date.issued2017-03-25-
dc.identifier.issn1225-4568-
dc.identifier.urihttps://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/5970-
dc.description.abstractThis paper is concerned with the comparative numerical and experimental study on the natural behavior and the motion responses of a 1/75 moored scale model of a 2.5 MW spar-type floating offshore wind turbine subject to 1-D regular wave. Heave, pitch and surge motions and the mooring tensions are investigated and compared by numerical and experimental methods. The upper part of wind turbine which is composed of three rotor blades, hub and nacelle is modeled as a lumped mass and three mooring lines are pre-tensioned by means of linear springs. The numerical simulations are carried out by a coupled FEM-cable dynamics code, while the experiments are performed in a wave tank equipped with the specially-designed vision and data acquisition system. Using the both methods, the natural behavior and the motion responses in RAOs are compared and parametrically investigated to the fairlead position, the spring constant and the location of mass center of platform. It is confirmed, from the comparison, that both methods show a good agreement for all the test cases. And, it is observed that the mooring tension is influenced by all three parameters but the platform motion is dominated by the location of mass center. In addition, from the sensitivity analysis of RAOs, the coupling characteristic of platform motions and the sensitivities to the mooring parameters are investigated.-
dc.language영어-
dc.language.isoen-
dc.publisherTECHNO-PRESS-
dc.subjectDYNAMIC-RESPONSE-
dc.subjectPLATFORM-
dc.titleNatural frequencies and response amplitude operators of scale model of spar-type floating offshore wind turbine-
dc.typeArticle-
dc.contributor.affiliatedAuthorCho, Jin-Rae-
dc.identifier.doi10.12989/sem.2017.61.6.785-
dc.identifier.scopusid2-s2.0-85017307649-
dc.identifier.wosid000397792700010-
dc.identifier.bibliographicCitationSTRUCTURAL ENGINEERING AND MECHANICS, v.61, no.6, pp.785 - 794-
dc.relation.isPartOfSTRUCTURAL ENGINEERING AND MECHANICS-
dc.citation.titleSTRUCTURAL ENGINEERING AND MECHANICS-
dc.citation.volume61-
dc.citation.number6-
dc.citation.startPage785-
dc.citation.endPage794-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.identifier.kciidART002206325-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.description.journalRegisteredClasskci-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.relation.journalWebOfScienceCategoryEngineering, Mechanical-
dc.subject.keywordPlusDYNAMIC-RESPONSE-
dc.subject.keywordPlusPLATFORM-
dc.subject.keywordAuthorspar-type floating platform-
dc.subject.keywordAuthorscale model-
dc.subject.keywordAuthornatural frequencies-
dc.subject.keywordAuthorresponse amplitude operator (RAO)-
dc.subject.keywordAuthormooring tension-
dc.subject.keywordAuthorcenter of mass-
dc.subject.keywordAuthorfairlead position-
dc.subject.keywordAuthorspring constant-
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