Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/19249
DC FieldValueLanguage
dc.contributor.authorZhang, Lixian-
dc.contributor.authorMichailides, Constantine-
dc.contributor.authorWang, Yapo-
dc.contributor.authorShi, Wei-
dc.date.accessioned2020-10-22T09:16:17Z-
dc.date.available2020-10-22T09:16:17Z-
dc.date.issued2020-
dc.identifier.citationStructures, 2020, vol. 28, pp. 1435-1448en_US
dc.identifier.issn23520124-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/19249-
dc.description.abstractIn the present paper, the mooring lines system of the V-shaped floating wind turbine (VSWT) at 50-m water depth is designed accounting shoaling effects and fully coupled aero-hydro-servo-elastic effects. The motions and mooring line tension responses under different load cases are analyzed at moderate water depth and are compared with revelant responses at deeper water depths for highlighting the rational response of the VSWT in shallow waters. The responses are dominated mainly by wave actions for the parked condition, while by wind actions for operational conditions. Moreover, comparisons between the onshore wind turbine (WT), monopile WT at 30-m water depth and VSWT at 50-m water depth are presented for different response and performance quantities including the generator power output and structural internal loads in order to study the rationality and efficiency of the mooring line design at moderate water depths and compare responses with alternative competitive possible solutions. It is found that the standard deviation of the generator power of the VSWT is larger than that of the onshore WT and monopile WT due to large platform motions induced by hydrodynamic loads. Moreover, the hydrodynamic loads on the VSWT have a great impact on the tower base loads, while do not significantly affect the rotor thrust force and blade root force. The results presented in the paper proves the efficient design of the VSWT at moderate water depths ready for use.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofStructuresen_US
dc.rights© Elsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectModerate water depthsen_US
dc.subjectFully coupled analysisen_US
dc.subjectFloating offshore wind turbinesen_US
dc.subjectHydrodynamic loadsen_US
dc.subjectMooring system designen_US
dc.titleModerate water depth effects on the response of a floating wind turbineen_US
dc.typeArticleen_US
dc.collaborationDalian University of Technologyen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationTianjin Universityen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryChinaen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.istruc.2020.09.067en_US
dc.relation.volume28en_US
cut.common.academicyear2020-2021en_US
dc.identifier.spage1435en_US
dc.identifier.epage1448en_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
crisitem.journal.journalissn2352-0124-
crisitem.journal.publisherElsevier-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2016-9079-
crisitem.author.parentorgFaculty of Engineering and Technology-
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