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Bea, R., Xu, T., Stear, J., Ramos, R., 1999. Wave forces on decks of offshore
platforms. J. Waterway, Port, Coastal and Ocean Engineering 125 (3),
136-144.
-
-
Buchner, B., 1995. The impact of green water on fpsos. In: Proc. 27th Offshore
Technology Conference. Vol. OTC 7698. Offshore Technology Conference, pp.
45-57.
-
-
Cieslikiewicz, W., Gudmestad, O., 1995. Stochastic characteristics of wave
kinematics in laboratory-scale random waves. Ocean Engineering 26, 35-56.
-
-
Cox, D. T., Ortega, J. A., 2002. Laboratory measurements green water
overtopping a fixed deck. Ocean Engineering 29, 1827-1840.
-
-
Cox, D. T., Scott, C., 2001. Exceedance probability for wave overtopping on a
fixed deck. Ocean Engineering 28, 707-721.
-
-
Delft-Hydraulic-Laboratory, 1982. Wave kinematics in irregular waves. Tech.
Rep. VM1-4, DHL.
-
-
Forristall, G., 1984. The distribution of measured and simlulated wave heights
as a function of spectral shape. J. Geophys. Res. 89 (C6), 10,547-10,552.
-
-
Forristall, G., 2000. Wave crest distributions: observation and second-order
theory. J. Phys. Oceanogr. 30, 1931-1942.
-
-
Franco, C., Franco, L., 1999. Overtopping formulas for caisson breakwaters with
nonbreaking 3d waves. J. Waterway, Port, Coastal and Ocean Engineering
125 (2), 98-108.
-
-
Goda, Y., 1985. Random seas and design of maritime structures, 1st Edition.
University of Tokyo Press.
-
-
Gudmestad, O., 1998. On the importance of understanding ocean wave kinematics
for calculation of dynamics and loads on offshore structures. In: Edge, B.
(Ed.), WAVES'98. Vol. 1. ASCE, Virginia Beach, pp. 1-8.
-
-
Gudmestad, O., Spids, N., 1990. Deep water wave kinematics models for
deterministic and stochastic analysis of drag dominated structures. In:
Tørum, A., Gudmestad, O. (Eds.), Water wave kinematics. Kluwer Academic
Pub., pp. 57-87.
-
-
Haring, R., Osborne, A., Spencer, L., 1976. Extreme wave parameters based on
continental shelf storm wave records. In: Proc. 15th Conf. on Coastal Eng.
Vol. 1. ASCE, pp. 151-170.
-
-
Hellan, O., Hermundstad, O., Stansberg, C., 2001. Designing for wave impact on
bow and deck structures. In: Proc. 11th ISOPE Conference. Vol. 1. ISOPE, pp.
349-357.
-
-
Kendall, M., Stuart, A., 1963. The advanced theory of statistics, 4th Edition.
Charles Griffin, London, Ch. 3.12-15 and 6.17-20.
-
-
Kriebel, D., Dawson, T., 1993. Nonlinearity in wave crest statistics. In:
Proc. Ocean Wave Measurement and Analysis. ASCE, pp. 61-75.
-
-
Kway, J. H. L., Loh, Y.-S., Chan, E.-S., 1998. Laboratory study of deep-water
breaking waves. Ocean Engineering 25 (8), 657-676.
-
-
Leonhardsen, R., Ersdal, G., Kvitrud, A., 2001. Experience and risk assessment
of fpsos in use on the norwegian continental shelf: Descriptions of events.
In: Proc. 11th ISOPE Conference. Vol. 1. ISOPE, pp. 309-314.
-
-
Mathew, V., Bhattacharyya, S. K., Idichandy, V. G., 2001. Perforated-ball
velocity meter measurements of the water wave kinematics in nonlinear, long
and short crested waves. Applied Ocean Research 23 (4), 235-248.
-
-
Mori, N., 2003. Effects of wave breaking on wave statistics for deep-water
random wave train. Ocean Engineering 30 (2), 205-220.
-
-
Mori, N., Cox, D. T., 2003. Statistical modeling of overtopping for extreme
waves on a fixed deck. J. Waterway, Port, Coast. and Ocean Eng. , in press.
-
-
Mori, N., Yasuda, T., 2002a. Effects of high-order nonlinear
wave-wave interactions on gravity waves. Ocean Engineering 29 (10),
1233-1245.
-
-
Mori, N., Yasuda, T., 2002b. A weakly non-gaussian model of wave
height distribution for random wave train. Ocean Engineering 29 (10),
1219-1231.
-
-
Myrhaug, D., Kjeldsen, S., 1987. Prediction of occurrences of steep and high
waves in deep water. J. Waterway, Port, Coast. and Ocean Eng. 113 (2),
122-138.
-
-
Yasuda, T., Mori, N., 1994. High order nonlinear effects on deep-water random
wave trains. In: International Symposium: Waves-Physical and Numerical
Modelling. Vol. 2. Vancouver, pp. 823-332.
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2002-11-26