Pile foundations for offshore wind turbines are subjected to large lateral loads. By mounting wings on the perimeter of regular monopiles, winged monopiles have shown better performance in resisting deformation under horizontal loading. However, hazardous effect local scour bearing capacity installed sandy seabed has not been systematically evaluated. In this study, a modified Mohr–Coulomb mode...

Abstract This paper presents a dynamic response analysis of an offshore monopile wind turbine to be deployed at near-shore area in the south-centre part Peruvian coast (Marcona). It is 5 MW three bladed that operates aggressive environment described by its stochastic behaviour. Thus it necessary use statistical approach for characterization. The operating simulated using aero-hydro-servo-elasti...

Loads from storm waves can in some cases be dimensioning for offshore wind turbine substructures. Accurate determination of nonlinear wave loads is therefore important a safe, yet economic design. In this paper, the fully waves, realized by potential solver OceanWave3D, are incorporated into coupled aero-servo-hydro-elastic simulations reduced set wave-sensitive design load cases, comparison wi...