Parametric uncertainties for dynamic response evaluation of offshore structures (Q1368151)

Parametric studies are presented to assess the influence of uncertainties associated with various assumptions and approximations, involved in modelling the dynamic loading processes of ocean environment, for the evaluation of dynamic response of offshore structures. These uncertainties are represented by the inertia coefficient and the drag coefficient of the Morison equation which defines the wave forcing function, the mean height of the input sea waves and the shear wave velocity of the soil. The results show that the effects of uncertainties are closely related to the natural frequency of the structure and the predominant frequency of the wave force.