|
1.合田良實，「港灣構造物的耐波設計」，鹿島出版社（1990）
2.何良勝，「台灣地區港灣波浪推算與構造物安全監測研究」，交通部運輸研究所（2007）
3.林真真、鄒幼涵，「迴歸分析」，華泰書局，第十二章（1990）
4.郭一羽，「海岸工程學」，文山書局，第四章（2001）
5.Barnett, V., “Possibility plotting methods and order statistics”, Applied Statistics, Vol.24, pp.95-108（1975）
6.Borgman, L.E., “Extremal statistics in ocean engineering”, Civil Engineering in the Oceans, vol. III. ASCE, New York, pp. 117– 133（1975）
7.Carter, D.J.T., Challenor, P.G., “Estimating return values of environmental parameters”, Quarterly Journal of the Royal Meteorological Society 107, 259–266（1981）
8.Coles, S.G., “An Introduction to Statistical Modelling of Extreme Values”, Springer-Verlag, London（2001）
9.Davison, A.C., “Modelling excesses over high thresholds, with an application”, In: Tiago de Oliveira, J. (Ed.), Statistical Extremes and Applications. NATO Adv. Sci. Ser. C Math-Phys. Sci., Reidel, Dordrecht, pp. 461– 482（1984）
10.Davison, A.C., Smith, R.L., “Models for exceedances over high thresholds with discussion”, Journal of the Royal Statistical Society. Series B 62, 191–208（1990）
11.Douglas C. Montgomery, George C. Runger and Norma Faris Hubele, “Engineering Statistics”, fourth edition（2006）
12.Elsinghorst, C., Groeneboom, P., Jonathan, P., Smulders, L., Taylor, P.H., “Extreme value analysis of North Sea storm severity”, Journal of Offshore Mechanics and Arctic Engineering 120 (3), 177– 183（1998）
13.Embrechts, P., Klu‥ppelberg, C., Mikosch, T., “Modeling Extremal Events”, Springer Verlag, Berlin（1997）
14.Ferreira, J.A., Guedes Soares, C., “An application of the peaks over threshold method to predict extremes of significant wave height”, Journal of Offshore Mechanics and Arctic Engineering 120 (3), 165– 176（1998）
15.Ferreira, J.A., Guedes Soares, C., “Modelling the long-term distribution of significant wave height with the beta and gamma models”, Ocean Engineering 26, 713–725（1999）
16.Ferreira, J.A., Guedes Soares, C., “Modelling distributions of significant wave height”, Coastal Engineering 40, 361– 374（2000）
17.Fernando J. Me′ndez, “Seasonality and duration in extreme value distributions of significant wave height”, Ocean Engineering, Vol.35, pp.131–138（2008）
18.Fisher R. A. and L. H. C. Tippet, “Limiting forms of the frequency distribution of the largest or smallest member of a sample”, Proceedings of Cambridge Philosophical Society, Vol.24, (2), 180（1928）.Reprinted in R. A. Fisher, Contributions to Mathematical Statistics, John Wiley and Sons, New York, 1950
19.Galambos, J., “The Asymptotic Theory of Extreme Order Statistics”, Krieger, Florida（1987）
20.Goda, Y., “Random Seas and Design of Maritime Structures”, In: Liu, P.L.-F. (Ed.), Advanced Series on Ocean Engineering, vol. 15. World Scientific, Singapore（2000）
21.Guedes Soares, C., “Assessment of the uncertainty in visual observations of wave height”, Ocean Engineering 13 (1), 37–56（1986）
22.Guedes Soares, C., Henriques, A.C., “Statistical uncertainty in long-term distributions of significant wave height”, Journal of Offshore Mechanics and Arctic Engineering 11, 284–291（1996）
23.Guedes Soares, C., Scotto, M., “Modelling uncertainty of long-term predictions of significant wave height”, Ocean Engineering 28, 329–342（2001）
24.Haver, S., “Wave climate off northern Norway”, Applied Ocean Research 7 (2), 85–92（1985）
25.Helmholtz, H. V., “Uber Atomspharische Bewegungen”, S. Ber. Preuss. Akad. Wiss., Berlin, Mathem-Physik,k1（1988）
26.Jeffreys, H., “On the formation of water waves by wind”, Proceedings of Royal Society of London Series A, Vol.107, pp.189-206（1924）
27.Kotz, S., Nadarajah, S., “Extreme Value Distributions”, Imperial College Press, London（2000）
28.Mathiesen, M., Goda, Y., Hawes, P.J., Mansard, E., Martin, M.J., Peltier, E., Thompson, E.F., van Vleder, G., “Recommended practice for extreme value analysis”, Journal of Hydraulic Engineering, IAHR 32 (6), 803– 814（1994）
29.Mendez, F.J., Menendez, M., Luceno, A., Losada, I.J., “Estimation of the long-term variability of extreme significant wave height using a timedependent POT model”, Journal of Geophysical Research 111, C07024（2006）
30.Miles, J. W., “On the generation of surface waves by turbulent shear flows”, Journal of Fluid Mechanics, Vol.7, pp.469-478（1960）
31.Morton, I.D., Bowers, J., Mould, G., “Estimating return period wave heights and wind speeds using a seasonal point process model”, Coastal Engineering 31, 305–326（1997）
32.Muir, J.R., El Shaarawi, A.H., “On the calculation of extreme wave heights”, Ocean Engineering 13, 93– 118（1986）
33.Naess, A., Clausen, P.H., “The impact of data accuracy on the POT estimates of long return period design values”, Journal of Offshore Mechanics and Arctic Engineering 124, 53–58（2002）
34.Ochi, M.K., “New approach in estimating the severest sea state from statistical data”, Proceedings Coastal Engineering Conference. ASCE, New York, pp. 512– 523（1992）
35.Petruaskas, C., Aagaard, P.M., “Extrapolation of historical storm data for estimating design wave heights”. Journal of Petroleum Engineering 11, 23–37（1971）
36.Phillips, O. M., “On the generation of waves by turbulent wind”, Vol.2, pp.417-445（1957）
37.Santiago, B., “Uncertainties in partial duration series modeling of extremes related to the choice of the threshold value”, Journal of Hydrology, Vol.303, pp.215-230（2005）
38.Smith, R.L., “Threshold methods for sample extremes”, In: Tiago de Oliveira, J. (Ed.), Statistical Extremes and Applications. NATO Adv. Sci. Ser. C Math-Phys. Sci., Reidel, Dordrecht, pp. 621– 638（1984）
39.Smith, R.L., “Extreme value theory based on the r largest annual events”, Journal of Hydrology 86, 27–43（1986）
40.Sobey, R.J., Orloff, L.S., “Triple annual maximum series in wave climate analyses”, Coastal Engineering 26, 135– 151（1995）
41.Sobey, R.J., Orloff, L.S., “Intensity–duration–frequency summaries for wave climate”, Coastal Engineering 36, 37–58（1999）
42.Stanton, T., “The growth of waves due to the action of wind”, Proceedings of Royal Society of London Series A, Vol.137, pp.233-293（1933）
43.Tawn, J.A., “An extreme value theory model for dependent observations”, Journal of Hydrology 101, 227–250（1988）
44.Teisson, C., “Statistical approach of duration of extreme storms: consequences on breakwater damages”, In: Proceedings of ICCE1990. ASCE, pp. 1851–1860（1990）
45.Thijsse. J. Th., “Growth of wind-generated waves and energy transfer, gravity waves”, Nat. Bur. Stand., Cir.521（1952）
46.van der Meer, J.W., “Rock slopes and gravel beaches under wave attack”, Ph.D. Thesis, Technical University of Delft（1988）
47.Van Vledder, G., Goda, Y., Hawkes, P., Mansard, E., Martin, M.J., Mathiesen, M., Peltier, E., Thompson, E., “Case studies of extreme wave analysis: a comparative analysis”, Proceedings of the Second International Symposium on Ocean Wave Measurement and Analysis. ASCE, New York, pp. 978–992（1993）
48.Vidal, C., Medina, R., Lomonaco, P., “Wave height parameter for damage description of rubble-mound breakwaters”, Coastal Engineering 53, 711–722（2006）
49.Washington, D. C., “Shore protection manual”, U. S. Army of Crops of Engineers, Coastal Engineering Research Center, U. S. Govt. Printing Office（1984）
50.Weibull, W., “A statistical distribution function of wide application”, Journal of Applied Mechanics, Vol.18, pp.293（1951）
51.Weissman, J., “Estimation of parameters and large quantiles based on the k largest observations”, Journal of the American Statistical Association 73, 812–815（1978）
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