1 |
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
|
2 |
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
DOI
ScienceOn
|
3 |
TIWTE (2006). Physical Model Experiment Study on Cross Sections of Busan Seawall, Tianjin Research Institute for Water Transport Engineering
|
4 |
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
|
5 |
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
|
6 |
Goda, Y. (1985). Random seas and design of maritime structures. University of Tokyo Press, Tokyo, Japan
|
7 |
Reis, M.T. (1998). Probabilistic assessment of the safety of coastal structures, Ph.D. Thesis, Department of Civil Engineering, University of Liverpool, Liverpool
|
8 |
Van der Meer, J.W. (1987). Risk analysis in breakwater design, Report of Subgroup C, PIANC, PTC II Working Group 12
|
9 |
Owen, M.W. (1980). Design of seawalls allowing for wave overtopping, Report No EX 925, Hydraulics Research Station
|
10 |
Owen, M.W. (1982). The hydraulic design of seawall profiles, Proc. ICE Conference on Shoreline Protection, Thomas Telford Ltd, London, pp. 129-136
|
11 |
Van der Meer, J.W. (2002). Technical report wave run-up and wave overtopping at dikes, Technical Advisory Committee on Flood Defence, Delft
|
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
|
13 |
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
|
14 |
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
|
15 |
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
|
16 |
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
|
17 |
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
|
18 |
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
|
19 |
Palisade Corporation (2002). Risk Analysis and Simulation Add-In for Microsoft Excel, Version 4.5 User's Guide. Palisade Corporation, USA
|
20 |
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
|