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Effect of hydrostatic nonlinearity on large amplitude response of floating offshore wind turbines

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dc.contributor.authorChoi, Dong Ho-
dc.contributor.authorUllah, Zahid-
dc.contributor.authorMuhammad, Naik-
dc.date.accessioned2021-08-02T13:29:27Z-
dc.date.available2021-08-02T13:29:27Z-
dc.date.created2021-05-14-
dc.date.issued2018-05-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/16944-
dc.description.abstractHydrostatics of floating wind turbine is one of the main sources of stability of the floating structure. The linear hydrostatic stiffness is commonly used in the analysis of floating wind turbines. The linear hydrostatic stiffness is based on the initial position of floating platform and does not take into account the rotational motion of the floating platform. In this study, the effect of hydrostatic nonlinearity on the dynamic response of floating wind turbine, is presented. The dynamic equation of motion of floating wind turbine is formulated using Newton-Euler approach. The effect of hydrostatic nonlinearity on the large amplitude response of the floating offshore wind turbine through the analysis of OC3-Hywind model.-
dc.language영어-
dc.language.isoen-
dc.publisher사단법인 한국강구조학회-
dc.titleEffect of hydrostatic nonlinearity on large amplitude response of floating offshore wind turbines-
dc.title.alternative정수압의 비선형성이 부유식 해상풍력 터빈의 동적 응답에 미치는 영향-
dc.typeArticle-
dc.contributor.affiliatedAuthorChoi, Dong Ho-
dc.identifier.bibliographicCitation2018년 한국강구조학회 학술대회 발표집, v.29, no.1, pp.47 - 48-
dc.relation.isPartOf2018년 한국강구조학회 학술대회 발표집-
dc.citation.title2018년 한국강구조학회 학술대회 발표집-
dc.citation.volume29-
dc.citation.number1-
dc.citation.startPage47-
dc.citation.endPage48-
dc.type.rimsART-
dc.type.docTypeProceeding-
dc.description.journalClass3-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassother-
dc.identifier.urlhttps://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE09304311-
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