Mitigating the structural vibrations of wind turbines using tuned liquid column damper considering soil-structure interaction

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dc.check.date2019-12-27
dc.check.infoAccess to this article is restricted until 24 months after publication by request of the publisher.en
dc.contributor.authorBuckley, Tadhg
dc.contributor.authorWatson, Phoebe
dc.contributor.authorCahill, Paul
dc.contributor.authorJaksic, Vesna
dc.contributor.authorPakrashi, Vikram
dc.contributor.funderScience Foundation Irelanden
dc.date.accessioned2018-01-09T15:44:39Z
dc.date.available2018-01-09T15:44:39Z
dc.date.issued2017-12-26
dc.date.updated2018-01-09T15:37:39Z
dc.description.abstractThis paper considers the potential of using a Tuned Liquid Column Damper (TLCD) to reduce structural vibrations of a wind turbine tower. The effect of TLCD on wind turbine towers, including the soil-structure interactions for a monopile foundation was modelled theoretically and scaled laboratory experiments were carried out to validate these results. The tower of the turbine is represented as a Euler beam with a set of springs at the boundary to simulate the soil-structure interaction. TLCD design was carried out using such a model and the reduction in tower vibrations due to the deployment of TLCD was then examined for various loading conditions in the frequency and the time domain. The efficiency of TLCDs for reducing structural vibrations was investigated for tuned and detuned conditions. The response of a small-scale model was simulated along with that of a full-scale turbine and parametric studies around the variations of inputs related to uncertainties were performed. Experiments were carried out on a scaled model turbine to examine the effectiveness of the TLCD. The practicalities of installing a TLCD in a full-scale turbine were examined.en
dc.description.statusPeer revieweden
dc.description.versionAccepted Versionen
dc.format.mimetypeapplication/pdfen
dc.identifier.citationBuckley, T., Watson, P., Cahill, P., Jaksic, V. and Pakrashi, V. (2018) 'Mitigating the structural vibrations of wind turbines using tuned liquid column damper considering soil-structure interaction', Renewable Energy, 120, pp. 322-341. doi: 10.1016/j.renene.2017.12.090en
dc.identifier.doi10.1016/j.renene.2017.12.090
dc.identifier.endpage341en
dc.identifier.issn0960-1481
dc.identifier.journaltitleRenewable Energyen
dc.identifier.startpage322en
dc.identifier.urihttps://hdl.handle.net/10468/5254
dc.identifier.volume120en
dc.language.isoenen
dc.publisherElsevieren
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://www.sciencedirect.com/science/article/pii/S0960148117312946
dc.rights© 2017 Elsevier Ltd. All rights reserved. This manuscript version is made available under the CC BY-NC-ND 4.0 license.en
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en
dc.subjectWind turbineen
dc.subjectSoil-structure interactionen
dc.subjectTuned liquid column damperen
dc.subjectExperimentsen
dc.subjectVibrationsen
dc.titleMitigating the structural vibrations of wind turbines using tuned liquid column damper considering soil-structure interactionen
dc.typeArticle (peer-reviewed)en
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