Implementation of a non-linear foundation model for soil-structure interaction analysis of offshore wind turbines in FAST

Author:

Krathe V. L.1,Kaynia A. M.23

Affiliation:

1. DNV GL AS; Oslo Norway

2. Norwegian University of Science and Technology; Trondheim Norway

3. Norwegian Geotechnical Institute; Oslo Norway

Funder

Norges Forskningsråd

Publisher

Wiley

Subject

Renewable Energy, Sustainability and the Environment

Reference31 articles.

1. RenewableUK Offshore wind 2015 http://www.renewableuk.com/en/renewable-energy/wind-energy/offshore-wind/index.cfm

2. Association TEWE The European offshore wind industry - key trends and statistics 2014 2014 http://www.ewea.org/fileadmin/files/library/publications/statistics/EWEA-/European-Offshore-Statistics-2014.pdf

3. Dynamic soilstructure interaction of monopile supported wind turbines in cohesive soil;Lombardi;Soil Dynamics and Earthquake Engineering,2013

4. Passon P Kühn M State-of-the-art and development needs of simulation codes for offshore wind turbines University of Stuttgart 2005 http://www.ieawind.org/task\_23/Subtask\_2S\_docs/Meeting\%2004\_Roskilde\%20II/Risoe\%202005-State\_of\_the\_art.pdf

5. Jonkman J Butterfield S Musial W Scott G Definition of a 5-mw reference wind turbine for offshore system development Report 2009

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