References
- 건설부 (1971). 해상관측자료 정리분석 및 각항 설계파 결정 용역 보고서.
- 농업진흥공사 (1987). 설계파에 의한 방조제 단면 결정.
- 수산청 (1988). 해역별(동해남해) 심해파 추정 보고서.
- 서경덕, 양영철, 전기천, 이동영 (2009). 경험모의기법을 이용한 한반도 주변 해역에서의 극치해면 분석. 한국해안해양공학회지, 21(3), 254-265.
- 천제호, 안경모, 윤종태 (2006). 음해법을 이용한 WAM모형의 태풍파랑 수치모의. 한국해안해양공학회지, 18(4), 294-300.
- 한국해양연구원 (2005). 전해역 심해 설계파 추정 보고서 II.
- 해운항만청 (1976). 설계파 결정을 위한 연구.
- 해운항만청 (1988). 전국 항만 설계파 추산 보고서.
- Borgman, L.E., Miller, M.C., Butler, H.L. and Reinhard, R.D. (1992). Empirical simulation of future hurricane storm histories as a tool in engineering and economic analysis. Proc. Civ. Engrg. In the Oceans V, ASCE, New York, N.Y., 42-45.
- Goda, Y. (2000). Random Seas and Design of Maritime Structures. 2nd ed. World Scientific, Singapore.
- Holland, G.J. (1980). An analytic model of the wind and pressure profiles in hurricanes. Monthly Weather Review, 108(8), 1212-1218. https://doi.org/10.1175/1520-0493(1980)108<1212:AAMOTW>2.0.CO;2
- Sheffner, N.W., Borgman, L.E. and Mark, D.J. (1993). Application of large domain hydrodynamic models to generate frequency-ofoccurrence relationships. Proc. 3rd Int. Conf. on Estuarine and Coast. Modeling, ASCE, New York, N.Y., 264-278.
- Sheffner, N.W., Borgman, L.E. and Mark, D.J. (1996). Empirical simulation technique based storm surge frequency analyses. J. Wtrwy. Port. Coast. and Oc. Engrg., 122(2), 93-101. https://doi.org/10.1061/(ASCE)0733-950X(1996)122:2(93)
- Sheffner, N.W., Clausner, J.E., Militello, A., Borgman, L.E., Edge, B.L. and Grace, P.J. (1999). Use and application of the empirical simulation technique: User's guide. Technical Report CHL-99-21, U.S. Army Corps of Engineers, Washington, DC.
- The WAMDI group, Hasselmann, S., Hasselmann, K., Bauer, E., Janssen, P.A.E.M., Komen, G.J., Bertotti, L., Lionello, P., Guillaume, A., Cardone, V.C. and Greenwood, J.A. (1988). The WAM model - a third generation ocean wave prediction model, Journal of Physical Oceanography, 18, 1775-1810. https://doi.org/10.1175/1520-0485(1988)018<1775:TWMTGO>2.0.CO;2
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