Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Signe Schløer"'
Publikováno v:
Schløer, S, Castillo, L G, Fejerskov, M, Stroescu, E & Bredmose, H 2016, ' A model for Quick Load Analysis for monopile-type offshore wind turbine substructures ', Journal of Physics: Conference Series (Online), vol. 753, 092008 . https://doi.org/10.1088/1742-6596/753/9/092008
Wind Energy Science, Vol 3, Pp 57-73 (2018)
Schløer, S, Garcia Castillo, L, Fejerskov, M, Stroescu, E & Bredmose, H 2018, ' A model for quick load analysis for monopile-type offshore wind turbine substructures ', Wind Energy Science, vol. 3, no. 1, pp. 57-73 . https://doi.org/10.5194/wes-3-57-2018
Wind Energy Science, Vol 3, Pp 57-73 (2018)
Schløer, S, Garcia Castillo, L, Fejerskov, M, Stroescu, E & Bredmose, H 2018, ' A model for quick load analysis for monopile-type offshore wind turbine substructures ', Wind Energy Science, vol. 3, no. 1, pp. 57-73 . https://doi.org/10.5194/wes-3-57-2018
A model for quick load analysis, QuLA, of an offshore wind turbine substructure is presented. The aerodynamic rotor loads and damping are pre-computed for a land-based configuration. The dynamic structural response is represented by the first global
Publikováno v:
Energy Procedia. 137:162-176
In design of substructures for offshore wind turbines, the extreme wave loads which are of interest in Ultimate Limit States are often estimated by choosing extreme events from linear random sea states and replacing them by either stream function wav
Publikováno v:
Energy Procedia. 137:223-237
Experiments with a stiff pile subjected to extreme wave forces typical of offshore wind farm storm conditions are considered. The exceedance probability curves of the nondimensional force peaks and crest heights are analysed. The average force time h
Publikováno v:
Marine Structures. 50:162-188
The response of an offshore wind turbine tower and its monopile foundation has been investigated when exposed to linear and fully nonlinear irregular waves on four different water depths. The investigation focuses on the consequences of including ful
Autor:
Harry B. Bingham, Stefan Carstensen, Erik Damgaard Christensen, Jesper Sandvig Mariegaard, Ove T. Gudmestad, Paul H. Taylor, Niels Jacob Tarp-Johansen, Jørgen R Krokstad, Torben J. Larsen, Amin Ghadirian, Charlotte Obhrai, Allan Peter Engsig-Karup, Søren Juhl Andersen, T.D. Hanson, C. P. Meyer, Henrik Bredmose, Hans Fabricius Hansen, Signe Schløer, Ole Petersen, Martin Dixen, Loup Suja-Thauvin, Thomas A. A. Adcock, Shaofeng Wang, Malene Hovgaard Vested, Ole Lindberg
Publikováno v:
Energy Procedia. 94:379-387
Loads from extreme waves can be dimensioning for the substructures of offshore wind turbines. The DeRisk project (2015-2019) aims at an improved load evaluation procedure for extreme waves through application of advanced wave models, laboratory tests
Publikováno v:
Orlandini, V, Pierobon, L, Schløer, S, De Pascale, A & Haglind, F 2016, ' Dynamic performance of a novel offshore power system integrated with a wind farm ', Energy, vol. 109, pp. 236-247 . https://doi.org/10.1016/j.energy.2016.04.073
Offshore wind technology is rapidly developing and a wind farm can be integrated with offshore power stations. This paper considers as case study a futuristic platform powered by a wind farm and three combined cycle units consisting of a gas turbine
Publikováno v:
Volume 1: Offshore Technology.
Two different numerical models, OceanWave3D and a coupled solver, OceanWave3D-OpenFOAM (Waves2Foam), are used to reproduce extreme events in one sea state. The events are chosen as, the measured event that generates the largest peak moment (exceedanc
Publikováno v:
Volume 10: Ocean Renewable Energy.
Experiments with both uni- and multidirectional wave realizations with a stiff pile subjected to extreme wave forces are considered. Differences in crest heights and force peaks resulting from directional spread waves are analysed. The wave realizati
Publikováno v:
Coastal Engineering. 73:151-166
A numerical model coupling the horizontal component of the incompressible Reynolds-averaged Navier–Stokes (RANS) equations with two-equation k − ω turbulence closure is presented and used to simulate a variety of turbulent wave boundary layer pr
Publikováno v:
Volume 4: Offshore Geotechnics; Ronald W. Yeung Honoring Symposium on Offshore and Ship Hydrodynamics.
The higher-harmonic response of a vertical cantilever beam to fully nonlinear wave loads is investigated. Such responses are also known as ‘ringing’ and is of practical interest in the context of offshore wind turbine foundations which, in contra