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NTIS 바로가기한국해안·해양공학회논문집 = Journal of Korean Society of Coastal and Ocean Engineers, v.20 no.2, 2008년, pp.176 - 183
퀴루엔 (College of Civil Engineering, Hebei University) , 최병호 (Department of Civil and Environmental Engineering, Sungkyunkwan University) , 씨시렝 (China Communications First Design Institute of Navigation Engineering)
In this paper, three classical overtopping models: Owen model, Van der Meer & Janssen model and Hedges & Reis model were used to calculate the failure probability of wave overtopping of seawalls. Among of them, the Hedges & Reis model was regarded as a moderate method to analyze the failure probabil...
Allsop, N.W.H. (1994). Breakwaters and coast defence: wave overtopping of seawalls, breakwaters and shoreline structures, Proc. ICE Water, Maritime & Energy, 106, 355-357
Allsop, N.W.H., McKenna, J.E., Vicinanza, D. and Whittaker, T.T.J. (1996). New design methods for wave impact loadings on vertical breakwaters and seawalls, Proc. 25th Int. Conf. Coastal Eng., Orlando, ASCE, New York
Ang, A.H.-S and Tang, W.H. (1984). Probability Concepts in Engineering Planning and Design- Vol. II: Decision, Risk and Reliability, John Wiley & Sons, Inc, New York
Besley, P., Stewart, T. and Allsop, N.W.H. (1998). Overtopping of vertical structures: new prediction methods to account for shallow water conditions, Proc. Conf. Coastlines, Structures and Breakwaters, Institution of Civil Engineers, Thomas Telford, London
Bruce, T., Allsop, W. and Pearson, J. (2001). Violent overtopping of seawalls - extended prediction methods, Proc. Conf. Breakwaters, Coastal structures and Coastlines. Institution of Civil Engineers, Thomas Telford, London
Choi, B.H., Eum, H.M. and Ko, J.S. (2002). Estimation of extreme sea levels for neighboring seas of Korea, Coastal Engineering Journal, 44(2), 149-178
CIRIA/CUR (Construction Industry Research And Information Association/Centre For Civil Engineering Research And Codes), 1991. Manual on the Use of Rock in Coastal and Shoreline Engineering. CIRIA Special Publication 83, London; CUR Report 154, Gouda, the Netherlands
Goda, Y., Kishiara, Y. and Kamiyama, Y. (1975). Laboratory investigation on the overtopping rates for seawalls by irregular waves, Port & Harbour Research Institution, 14, 3-44
Goda, Y. (1985). Random seas and design of maritime structures. University of Tokyo Press, Tokyo, Japan
Owen, M.W. (1980). Design of seawalls allowing for wave overtopping, Report No EX 925, Hydraulics Research Station
Owen, M.W. (1982). The hydraulic design of seawall profiles, Proc. ICE Conference on Shoreline Protection, Thomas Telford Ltd, London, pp. 129-136
Palisade Corporation (2002). Risk Analysis and Simulation Add-In for Microsoft Excel, Version 4.5 User's Guide. Palisade Corporation, USA
Reis, M.T. (1998). Probabilistic assessment of the safety of coastal structures, Ph.D. Thesis, Department of Civil Engineering, University of Liverpool, Liverpool
Reis, M.T., Hedges, T.S. Williams, A. and Keating, K. (2006). Specifying seawall crest levels using a probabilistic method. Proceedings of the Institution of Civil Engineers. Maritime Engineering 159 Issue MA4, pp.137-145
TIWTE (2006). Physical Model Experiment Study on Cross Sections of Busan Seawall, Tianjin Research Institute for Water Transport Engineering
Van der Meer, J.W. (1987). Risk analysis in breakwater design, Report of Subgroup C, PIANC, PTC II Working Group 12
Van der Meer, J.W. (1994). Breakwaters and coastal defences: numerical modeling of wave-structure interaction. Proc. ICE Water, Maritime & Energy, 106, 359-362
Van der Meer, J.W. and Janssen, J.P.F.M. (1995). Wave run-up and wave overtopping at dikes, Wave Forces on Inclined and Vertical Structures (Kobayashi N. and Demirbilek Z. (eds)). ASCE, New York, 1-27
Van der Meer, J.W., Tonjes, P. and de Waal, J.P. (1998). A code for dike height design and examination, Proc. Conf. Coastlines, Structures and Breakwaters, Institution of Civil Engineers, March 1998, Thomas Telford, London
Van der Meer, J.W. (2002). Technical report wave run-up and wave overtopping at dikes, Technical Advisory Committee on Flood Defence, Delft
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