dc.contributor.author |
O'Leary, Kieran |
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dc.contributor.author |
Pakrashi, Vikram |
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dc.contributor.author |
Kelliher, Denis |
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dc.date.accessioned |
2019-02-08T11:30:01Z |
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dc.date.available |
2019-02-08T11:30:01Z |
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dc.date.issued |
2018-09-25 |
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dc.identifier.citation |
O'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_72 |
en |
dc.identifier.volume |
18 |
en |
dc.identifier.startpage |
511 |
en |
dc.identifier.endpage |
517 |
en |
dc.identifier.issn |
978-981-13-2306-5 |
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dc.identifier.uri |
http://hdl.handle.net/10468/7467 |
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dc.identifier.doi |
10.1007/978-981-13-2306-5_72 |
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dc.description.abstract |
With 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.uri |
https://vsoe2018.sciencesconf.org/ |
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dc.format.mimetype |
application/pdf |
en |
dc.language.iso |
en |
en |
dc.publisher |
Springer Nature Singapore Pte Ltd. |
en |
dc.relation.uri |
https://link.springer.com/chapter/10.1007%2F978-981-13-2306-5_72 |
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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_72 |
en |
dc.subject |
Composite tower |
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dc.subject |
Gravity base |
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dc.subject |
Dynamic amplification factor |
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dc.title |
The influence of flexible towers on the dynamics of offshore wind turbine gravity base structures |
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dc.type |
Conference item |
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dc.internal.authorcontactother |
Denis Kelliher, Civil Engineering, University College Cork, Cork, Ireland. +353-21-490-3000 Email: d.kelliher@ucc.ie |
en |
dc.internal.availability |
Full text available |
en |
dc.check.info |
Access to this article is restricted until 12 months after publication by request of the publisher. |
en |
dc.check.date |
2019-09-25 |
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dc.date.updated |
2019-02-08T10:17:05Z |
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dc.description.version |
Accepted Version |
en |
dc.internal.rssid |
472823283 |
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dc.contributor.funder |
Science Foundation Ireland
|
en |
dc.contributor.funder |
Ove Arup Foundation |
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dc.description.status |
Peer reviewed |
en |
dc.identifier.journaltitle |
Lecture Notes in Civil Engineering |
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dc.internal.copyrightchecked |
Yes |
en |
dc.internal.licenseacceptance |
Yes |
en |
dc.internal.conferencelocation |
Hanoi, Vietnam |
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dc.internal.IRISemailaddress |
d.kelliher@ucc.ie |
en |
dc.relation.project |
info: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 |