“…(Soliman & Thompson, 1991). The term M (t) in regular seas is defined by Equation 3 (Senjanović et al, 2000), where α 0 , the effective wave slope, is taken to equal 0.73 (Francescutto & Serra, 2002;Gu, 2004), ω n and ω e equal 0.62 and 0.527 rad/s respectively (Soliman & Thompson, 1991), and the terms H = 4.94m and λ = 221.94m are chosen to be consistent with results published by Soliman and Thompson in which interesting behavior is detected (1991). The general form of Equation 3 is widely available in the literature (Nayfeh & Khdeir, 1986;Nayfeh & Sanchez, 1990).…”