Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Wave run-up on slender circular cylindrical foundations for offshore wind turbines in nonlinear random waves
AbstractA practical method for estimating the wave run-up height on a slender circular cylindrical foundation for wind turbines in nonlinear random waves is provided. The approach is based on the velocity stagnation head theory and Stokes second order wave theory by assuming the basic harmonic wave motion to be a stationary Gaussian narrow-band random process. Comparisons are made with measurements by De Vos et al. (2007), and some of the highest wave run-up events that were predicted agree with those measured.
Wave run-up on slender circular cylindrical foundations for offshore wind turbines in nonlinear random waves
AbstractA practical method for estimating the wave run-up height on a slender circular cylindrical foundation for wind turbines in nonlinear random waves is provided. The approach is based on the velocity stagnation head theory and Stokes second order wave theory by assuming the basic harmonic wave motion to be a stationary Gaussian narrow-band random process. Comparisons are made with measurements by De Vos et al. (2007), and some of the highest wave run-up events that were predicted agree with those measured.
Wave run-up on slender circular cylindrical foundations for offshore wind turbines in nonlinear random waves
Myrhaug, Dag (Autor:in) / Holmedal, Lars Erik (Autor:in)
Coastal Engineering ; 57 ; 567-574
18.12.2009
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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