1[1]American Petroleum Institute (API). Designing and constructing for fixed offshore platforms- load and resistance factor design. 1995:127～128
2[2]Schueller RE and Stix R. A Critical appraisal of methods to determine failure probabilities. Structural Safety, 1987, 4:293～309
3[3]Liu DF, Yang YC, Wang C, and Shi JG. Joint probability of environmental loads on marine structure. The proceedings of5th Intemational Offshore and Polar Engineering Conference, 1995, Vol. Ⅱ: 408～411
4[4]Liu DF, Dong S, and Wang C. Uncertainty and sensitivity analysis of reliability for marine structure. The proceedings of6th International Offshore and Polar Engineering Conference, 1996, Vol. IV: 380～386
5[5]Wen, YK, and Banon, H. Development of environmental combination design criteria for fixed platforms in the Gulf of Mexico. Proc. Offshore Technology Conference, OTC6540, Houston, 1991:365～375
6[6]Yue S, Ouarda TBMJ, Bobee B, et al. The Gumbel mixed model for flood frequency analysis. J Hydrol., 1999, 226(1-2):88～100
7[7]Yue S. The Gumbel logistic model for representing a multivariate storm event. Advances in Water Resources. 2001, 24(2):179～185
8[8]Coles SG and Tawn JA. Statistical methods for multivariate extremes: an application to structural design. Appl. Statist.,1994, 43(1): 1～48
9[9]Gumbel EJ. Multivariate extreme distributions. Bulletin of the International Statistical Institute, 1960, 39(2): 471～475
