“…Because its optimum structural design requires analysis of the characteristics of green water impact loads and nonlinear breakwater behaviour, these loads have been investigated extensively on the basis of experimental and numerical methods such as computational fluid dynamics (CFD) (Hamoudi and Varyani, 1998;Nielsen and Mayer, 2004;Pham and Varyani, 2005;Ryu, Chang and Mercier, 2007;Varyani and Pham, 2008;Chen and Yu, 2009). Moreover, the structural behaviour with respect to green water impact loads has been studied on the basis of nonlinear structural mechanics, including finite element methods (FEM) (Varyani, Pham and Olsen, 2005;Pham and Varyani, 2006;Pham, 2008). These works incurporate a separated approach involving fluid or structural mechanics; very few studies analyse green water impact loads and structural behaviour with respect to breakwaters.…”