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dc.contributor.authorVardaroglu, Mustafa
dc.contributor.authorGao, Zhen
dc.contributor.authorAvossa, Alberto Maria
dc.contributor.authorRicciardelli, Francesco
dc.date.accessioned2023-03-02T14:34:43Z
dc.date.available2023-03-02T14:34:43Z
dc.date.created2022-08-30T17:03:55Z
dc.date.issued2022
dc.identifier.citationOcean Engineering. 2022, 256 .en_US
dc.identifier.issn0029-8018
dc.identifier.urihttps://hdl.handle.net/11250/3055494
dc.description.abstractHigher capacity factors compared to the onshore wind, decreasing cost of energy make floating wind turbines a powerful source of carbon-free energy future. Response of floating wind turbines can be observed over numerical analyses and physical model tests. In this study, the dynamic response of a TLP FWT numerical model is investigated under regular and irregular waves and compared with a scaled physical model. Open-source numerical tools are utilized in the time-domain and frequency domain. The comparison of the full-scale responses between the numerical and the experimental results are based on the use of measured waves as input to the numerical model to reduce the uncertainties in the wave simulations. Hydrodynamic damping in the numerical model is tuned according to the decay tests on the scaled physical model. Overall, close estimations of the physical model motion response, tendon tensions, and tower base moments are obtained over the comparisons of time histories, RAO, and statistics. Uncertainties in the physical model measurements and the limits of the numerical model are discussed.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.titleValidation of a TLP wind turbine numerical model against model-scale tests under regular and irregular wavesen_US
dc.title.alternativeValidation of a TLP wind turbine numerical model against model-scale tests under regular and irregular wavesen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionsubmittedVersionen_US
dc.source.pagenumber13en_US
dc.source.volume256en_US
dc.source.journalOcean Engineeringen_US
dc.identifier.doi10.1016/j.oceaneng.2022.111491
dc.identifier.cristin2047330
dc.relation.projectNorges forskningsråd: 321954en_US
dc.relation.projectNorges forskningsråd: 223254en_US
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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