[1]Goda, Y. A., 1970. Synthesis of Breaker Indices, Trans. of ASCE, 2 (Part 2), 227~ 229.[2]God,a, Y. A. and Morinobu, K., 1997. Breaking Wave Height on Horizontal B
The element stiffness matrix of the equivalent beam or pipe element of the deformed leg of the platform is derived bythe finite element method. The stresses and
A new method for estimating the n (50 or 100) -year return-period waveheight, namely, the extreme waveheightexpected to occur in n years, is presented on the ba