Comparative Study on Breaking Wave Forces on Vertical Walls
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121, Issue 5
0733-950X(1995)121:5(270)/asset/2bc15053-5026-4fc7-b34d-dbdd1f708685/assets/(asce)0733-950x(1995)121:5(270).fp.png)
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References
1.
Allsop, N. W. H., and Bray, R. N. (1994). “Vertical breakwaters in the United Kingdom: historical and recent experience.”Int. Workshop on Wave Barriers in Deep Waters, Port and Harbour Research Institute (PHRI), Yokosuka, Japan.
2.
Allsop, N. W. H., Herbert, D. M., and Davis, J. P. (1991). “Single layer armour units for breakwaters: their design and hydraulic performance.”Symp. on Dev. in Coast. Engrg., University of Bristol, U.K.
3.
Allsop, N. W. H., Vann, A. M., Howarth, M., Jones, R. J., and Davis, J. P. (1995). “Measurements of wave impacts at full scale: results of fieldwork on concrete armour units.”Proc., Conf. Coast. Struct. and Breakwaters, Institution of Civil Engineers (ICE), London, U.K.
4.
Bagnold, R. A. (1939). “Interim report on wave pressure research.”J. ICE, 12, 202–226, Institution of Civil Engineers (ICE), London, U.K.
5.
Blackmore, P. A., and Hewson, P. (1984). “Experiments on full scale impact pressures.”Coast. Engrg., 8, 331–346, Elsevier, Netherlands.
6.
BSI “British standard code of practice for maritime structures, part 1, general criteria.” (1984). BS 6349: Part 1: 1984, ( and Amendments 5488 and 5942 ), British Standards Institution, London, U.K.
7.
Kamel, M. A.(1970). “Shock pressures on coastal structures.”J. Wtrwy., Harb., and Coast. Engrg., ASCE, 96, 689–699.
8.
Karman, T. V. (1928). “The impact of seaplane floats during landing.”NACA Tech. Note No. 321, National Advisory Commitee for Aeronautics (NACA), Washington, D.C.
9.
Kirkgoz, S. M.(1982). “Shock pressures of breaking waves on vertical walls.”J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 108, 81–95.
10.
Minikin, R. R. (1963). Winds, waves and maritime structures, 2nd Ed., Griffin, London, U.K.
11.
Müller, G. (1993). “A study of breaking wave loads on a shoreline wave power station,” PhD thesis, Queen's University of Belfast, U.K.
12.
Muraki, Y. (1966). “Field observation of wave pressure, wave run-up and oscillation of breakwaters.”Proc., 10th Conf. on Coast. Engrg., ASCE, New York, N.Y., 4302–4321.
13.
Oumeraci, H., Partenscky, H-W., Wu, N. T., and Kortenhaus, A. (1992). “Impact loading and dynamic response of vertical breakwaters.”Proc., MAST G6-S Final Overall Workshop, HR Wallingford, Wallingford, U.K.
14.
Partenscky, H-W. (1988). “Dynamic forces due to waves breaking at vertical coastal structures.”Proc., 2nd Int. Symp. on Wave Res. and Coast. Engrg., University of Hannover, Germany.
15.
Rouville, M. A., Besson, P., and Petry, P. (1938). “Etudes internationales sur les efforts dus aux lames.”Annales des Ponts et Chaussees, 108, 5–113, Ecole des Ponts et Chausses, Paris, France.
16.
Schmidt, R., Oumeraci, H., and Partenscky, H-W. (1992). “Impact loads induced by plunging breakers on vertical structures.”Proc., 23rd Int. Conf. on Coast. Engrg., ASCE, New York, N.Y., 1545–1558.
17.
van der Meer, J. W., Juhl, J., and van Driel, G. (1992). “Probabilistic calculations of wave forces on vertical structures.”Proc., MAST G6-S Final Overall Workshop, HR Wallingford, Wallingford, U.K.
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Published In
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 121 • Issue 5 • September 1995
Pages: 270 - 272
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Sep 1, 1995
Published in print: Sep 1995
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