“…FWT dynamic response under the action of met-ocean loads has been extensively investigated in recent years, leading to development of coupled models able to treat simultaneous hydrostatic, hydrodynamic, and aerodynamic loading on the structure, taking into account its deformability in certain cases. Most work to date adopts a fully linear approach to potential wave hydrodynamics assuming small amplitude waves and motion about the unexcited configuration -see for example Karimirad and Moan (2012), Jeon et al (2013), Sethuraman and Venugopal (2013), and Wang and Sweetman (2013). A few studies implement updated wetted surface meshing to incorporate the geometric non-linearity due to quasi-steady displacement of a FWT under the wind's action; this allows to integrate the dynamic pressure associated to the Froude-Krylov, diffraction, and radiation problems over the displaced wetted surface, effectively re-linearising potential hydrodynamics about a more representative mean position.…”