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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Cited articles

Bak, C., Zahle, F., Bitsche, R., Kim, T., Yde, A., Henriksen, L., Natarajan, A., and Hansen, M.: Description of the DTU 10 MW Reference Wind Turbine, Tech. rep., DTU Wind Energy, 2013.
Brinkgreve, R., Kumarswamy, S., and Swolfs, W.: PLAXIS 2016, Tech. rep., Plaxis bv, 2016.
DNV-OS-J101: Design of Offshore Wind Turbines, Det Norske Veritas, 2010.
Fischer, T., de Vries, W., and Schmidt, B.: Upwind Design Basis. WP4: Offshore Foundations and Support Structures, Tech. rep., Project UpWind, Allmandring 5B, 70550 Stuttgart, Germany, 2010.
Freris, L. L. and Freris, L.: Wind energy conversion systems, vol. 3, Prentice Hall New York, 1990.
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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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