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Moreover, large-scale simulations have been conducted, on both regular and irregular incident wave conditions.
A robust damping layer applicable for regular and irregular incident waves is employed to minimize the outgoing wave reflection back into the wave tank.
Here, the design wave refers to an irregular incident wave of short duration that induces the extreme response of the desired return period.
In the present paper, a multi objective optimization process of a novel Flexible Floating Structure (FFS) subjected to regular and irregular incident waves is developed and presented.
Numerical results on the propagation of regular and irregular incident waves over the flat bottom and linear incident waves over an elliptical shoal show good concurrence with the corresponding analytical solutions and experimental data.
The model calculates pressure, forces and moments for two different cross-sections corresponding to a low-mound and a conventional rubble-mound breakwater with a crown-wall under regular and irregular incident wave conditions.
When infrastructures projects are evaluated, it is not only important to evaluate them with models that represent the average daily situation, but also to evaluate them in case of irregular situations like incidents.
The hydraulic loading is that of incident irregular waves and the open filters are surface piercing.
In the case of incident irregular waves, the simulated results reveal that the distribution of Bragg reflection from irregular waves becomes more flat than that of regular waves.
The free surface condition is represented using a weakly nonlinear formulation and the incident irregular waves have nonlinearities up to second order.
Due to lack of experimental data, the numerical results for incident irregular waves are compared with those of the evolution equation of the mild-slope equation [Hsu et al., 2002 Proceedings of the 24th Ocean Engineering Conference in Taiwan, pp. 70 77 (in Chinese)].
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