Articles | Volume 3, issue 1
https://doi.org/10.5194/wes-3-57-2018
https://doi.org/10.5194/wes-3-57-2018
Research article
 | 
05 Mar 2018
Research article |  | 05 Mar 2018

A model for quick load analysis for monopile-type offshore wind turbine substructures

Signe Schløer, Laura Garcia Castillo, Morten Fejerskov, Emanuel Stroescu, and Henrik Bredmose

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Interactive discussion

Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
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Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision
ED: Reconsider after major revisions (05 Jul 2017) by Carlo L. Bottasso
AR by Signe Schløer on behalf of the Authors (11 Sep 2017)  Author's response   Manuscript 
ED: Referee Nomination & Report Request started (16 Sep 2017) by Carlo L. Bottasso
RR by Michael Muskulus (12 Oct 2017)
RR by Anonymous Referee #1 (13 Oct 2017)
ED: Publish subject to minor revisions (review by editor) (16 Oct 2017) by Carlo L. Bottasso
AR by Signe Schløer on behalf of the Authors (01 Nov 2017)  Author's response   Manuscript 
ED: Publish as is (06 Nov 2017) by Carlo L. Bottasso
ED: Publish as is (12 Nov 2017) by Gerard J.W. van Bussel (Chief editor)
AR by Signe Schløer on behalf of the Authors (19 Nov 2017)
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Short summary
A model for quick load analysis is presented. This is a fast model for the calculation of dynamic loads of an offshore wind turbine tower and foundation. The model is compared to the state-of-the-art aeroelastic code. In general, there is good similarity between the two models. This indicates that in the early stage of the design phase a simple dynamic model can be used to make a preliminary design of the foundation and wind turbine tower.
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