Irregular wave forces on monopile foundations. Effect of full nonlinearity and bed slope

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 5, Issue , 2011, Pages 581-588

  Schløer, Signe ^a   Bredmose, Henrik ^a   Bingham, Harry B ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

BED SLOPE; DIFFERENT SLOPES; EXTREME WAVES; IRREGULAR WAVES; LINEAR THEORY; LINEAR WAVE THEORY; MORISON'S EQUATION; NON-LINEARITY; NONLINEAR WAVES; STREAMFUNCTIONS; WAVE FORCE; WAVE MODELS; WAVE THEORY;

ARCTIC ENGINEERING; OCEAN CURRENTS;

NONLINEAR EQUATIONS;

EID: 84855769810     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2011-49709     Document Type: Conference Paper

References (5)

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3. Engsig-Karup, A., H. Bingham, and O. Lindberg (2008, December). An efficient flexible-order model for 3D nonlinear water waves. Journal of Computational Physics 228(6), 2100-2118.
4. Gravesen, H., L. S. Larsen, H. B. Bingham, N. J. Tarp-Johansen, J. Pedersen, and P. Vølund (2003). Consequences of steep waves and large wave forces to offshore wind turbine design. In European wind energy conference and exhibition, Madrid (ES).
5. Grode, P. D. (2009). Anholt OffshoreWind Farm, Metocean Data for Design and Operational Conditions. Ramboll Oil and Gas, Teknikerbyen, 2830 Virum, Denmark. Metocean report prepared for the client Energinet.dk.