The influence of flexible towers on the dynamics of offshore wind turbine gravity base structures

dc.check.date2019-09-25
dc.check.infoAccess to this article is restricted until 12 months after publication by request of the publisher.en
dc.contributor.authorO'Leary, Kieran
dc.contributor.authorPakrashi, Vikram
dc.contributor.authorKelliher, Denis
dc.contributor.funderScience Foundation Irelanden
dc.contributor.funderOve Arup Foundation
dc.date.accessioned2019-02-08T11:30:01Z
dc.date.available2019-02-08T11:30:01Z
dc.date.issued2018-09-25
dc.date.updated2019-02-08T10:17:05Z
dc.description.abstractWith offshore wind turbines increasing in size, there is increasing interest in non-traditional support structures. New concepts include lightweight and flexible fiberglass composite towers that have potential benefits over traditional stiff steel towers. The aim of this paper was to assess how the combination of a more flexible wind turbine tower with an offshore concrete gravity base foundation would affect the dynamic response of the structure. The results focus on how the dynamic amplification factors (DAFs) change with varying levels of foundation stiffness during an extreme event (50 year return period extreme event).en
dc.description.statusPeer revieweden
dc.description.urihttps://vsoe2018.sciencesconf.org/en
dc.description.versionAccepted Versionen
dc.format.mimetypeapplication/pdfen
dc.identifier.citationO'Leary, K., Pakrashi, V. and Kelliher, D. (2018) 'The influence of flexible towers on the dynamics of offshore wind turbine gravity base structures', in Randolph, M. F., Doan, D. H., Tang, A. M., Bui, M. and Dinh, V. N. (eds.), Proceedings of the 1st Vietnam Symposium on Advances in Offshore Engineering (VSOE 2018), Hanoi, Vietnam, 1-3 November. Lecture Notes in Civil Engineering, 18, pp. 511-517. doi:10.1007/978-981-13-2306-5_72en
dc.identifier.doi10.1007/978-981-13-2306-5_72
dc.identifier.endpage517en
dc.identifier.issn978-981-13-2306-5
dc.identifier.journaltitleLecture Notes in Civil Engineeringen
dc.identifier.startpage511en
dc.identifier.urihttps://hdl.handle.net/10468/7467
dc.identifier.volume18en
dc.language.isoenen
dc.publisherSpringer Nature Singapore Pte Ltd.en
dc.relation.projectinfo:eu-repo/grantAgreement/SFI/SFI Research Centres/12/RC/2302/IE/Marine Renewable Energy Ireland (MaREI) - The SFI Centre for Marine Renewable Energy Research/en
dc.relation.urihttps://link.springer.com/chapter/10.1007%2F978-981-13-2306-5_72
dc.rights© 2018, Springer Nature Singapore Pte Ltd. The final authenticated publication is available at Springer via https://doi.org/10.1007/978-981-13-2306-5_72en
dc.subjectComposite toweren
dc.subjectGravity baseen
dc.subjectDynamic amplification factoren
dc.titleThe influence of flexible towers on the dynamics of offshore wind turbine gravity base structuresen
dc.typeConference itemen
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