1M Olagnon, R Nerzic, M Prevosto. Extreme water level from joint distributions of tide, surge and crests: a case study[A]. Proceeding of the Ninth (1999) International Offshore and Polar Engineering Conference[ C]. Brest, France, 1999.
2DET NORSKE VERITAS. Rules for the design construction and inspection of offshore structures[ S]. 1997.
3API EP 2A - LRFD. Planning, designing and constructing for fixed offshore platforms load and resistance factor design[ S]. ISO 13819-2: - 1995(E).
4Liu Defu; Ma FS. Prediction of extreme wave heights and wind velocities[J]. Journal of the Waterway, Port, Coastal and Ocean Division. ASCE. 106. WW4, 1980.469-479.
5Liu Defu. Long term distribution of hurricane characteristics[ A]. Prec Offshore Technology Conference[ C]. 1982. 4325:305- 313.
6Liu Defu, Wen Shuqin, Wang Liping. Poisson- Cannel mixed compound distribution and its application[ J]. Chinese Science Bulletin.47(17) : 2002.
7Liu Defu, Wen Shuqin, Wang Liping. Compound bivariate extreme distribution of typhoon induced sea enviromments and its application[A]. Proc.12th ISOPE[C].2002,130- 134.
8S G Coles, J A Tawn. Modelling extreme multivariate events[J]. J R Statist Soc B, 1991, 53(2):377- 392.
9S G Coles. Statistical methods for multivariate extremes: an application to structural design[J]. Appl Statist , 1994, 43(1) : 1 - 48.
10J A Tawn. Bivariate extreme value theory: models and estimation[J]. Biometric, 1988,75(3):397- 415.