The safe and stable operation of monopile offshore wind turbines (MOWTs) under seismic and environmental loading is a major challenge facing designers. A numerical method was developed for simulating the dynamic interaction of the soil-pile-structure system by employing an elastoplastic bounding surface constitutive model that can capture the cyclic degradation of clay stiffness well.
Seismic Response of OWT Monopile in Clays
Dynamic Analysis of Offshore Wind Turbine Foundations in Soft Clays ; Kapitel : 5 ; 109-141
24.12.2024
33 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch