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dc.contributor.authorGuth, Stephen
dc.contributor.authorKatsidoniotaki, Eirini
dc.contributor.authorSapsis, Themistoklis P.
dc.date.accessioned2024-04-18T16:40:00Z
dc.date.available2024-04-18T16:40:00Z
dc.date.issued2023-11-14
dc.identifier.issn1095-4244
dc.identifier.issn1099-1824
dc.identifier.urihttps://hdl.handle.net/1721.1/154213
dc.description.abstractAccurately determining hydrodynamic force statistics is crucial for designing offshore engineering structures, including offshore wind turbine foundations, due to the significant impact of nonlinear wave–structure interactions. However, obtaining precise load statistics often involves computationally intensive simulations. Furthermore, the estimation of statistics using current practices is subject to ongoing discussion due to the inherent uncertainty involved. To address these challenges, we present a novel machine learning framework that leverages data‐driven surrogate modeling to predict hydrodynamic loads on monopile foundations while reducing reliance on costly simulations and facilitate the load statistics reconstruction. The primary advantage of our approach is the significant reduction in evaluation time compared to traditional modeling methods. The novelty of our framework lies in its efficient construction of the surrogate model, utilizing the Gaussian process regression machine learning technique and a Bayesian active learning method to sequentially sample wave episodes that contribute to accurate predictions of extreme hydrodynamic forces. Additionally, a spectrum transfer technique combines computational fluid dynamics (CFD) results from both quiescent and extreme waves, further reducing data requirements. This study focuses on reducing the dimensionality of stochastic irregular wave episodes and their associated hydrodynamic force time series. Although the dimensionality reduction is linear, Gaussian process regression successfully captures high‐order correlations. Furthermore, our framework incorporates built‐in uncertainty quantification capabilities, facilitating efficient parameter sampling using traditional CFD tools. This paper provides comprehensive implementation details and demonstrates the effectiveness of our approach in delivering reliable statistics for hydrodynamic loads while overcoming the computational cost constraints associated with classical modeling methods.en_US
dc.language.isoen
dc.publisherWileyen_US
dc.relation.isversionof10.1002/we.2880en_US
dc.rightsCreative Commons Attributionen_US
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_US
dc.sourceWileyen_US
dc.subjectRenewable Energy, Sustainability and the Environmenten_US
dc.titleStatistical modeling of fully nonlinear hydrodynamic loads on offshore wind turbine monopile foundations using wave episodes and targeted CFD simulations through active samplingen_US
dc.typeArticleen_US
dc.identifier.citationGuth S, Katsidoniotaki E, Sapsis TP. Statistical modeling of fully nonlinear hydrodynamic loads on offshore wind turbine monopile foundations using wave episodes and targeted CFD simulations through active sampling. Wind Energy. 2024; 27(1): 75-100.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Mechanical Engineering
dc.relation.journalWind Energyen_US
dc.eprint.versionFinal published versionen_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dc.date.updated2024-04-18T14:12:22Z
dspace.orderedauthorsGuth, S; Katsidoniotaki, E; Sapsis, TPen_US
dspace.date.submission2024-04-18T14:12:26Z
mit.journal.volume27en_US
mit.journal.issue1en_US
mit.licensePUBLISHER_CC
mit.metadata.statusAuthority Work and Publication Information Neededen_US


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