Referencias bibliográficas

Diseño probabilista de Nivel II aplicado al rebase de estructuras marítimas
11 REFERENCIAS BIBLIOGRÁFICAS.
Aminiti, P. & Franco, L. (1988), Wave overtopping on ruble mound breakwaters.
Coastal Engineering. Chapter 57, pp 771-781.
Bradbury, A. & Allsop, N. (1988), Hydraulic effects of breakwaters crown walls.
In desing of breakwaters. ICE T. Telford, London, pp 385-396.
CEM (2006), Coastal Engineering Manual. U.S.Army Corps of Engineers.
Cornell, C. (1969), A reliability-based structural code. ACI-Journal, Vol 66, pp
974-985.
De Waal, J., Tönjes, P. & Van der Meer, J. (1996), Wave Overtopping of vertical
structures including wind effect. Proceeding, Int. Conf. On Coast. Engrg. ASCE
2216-2229.
EurOtop Manual (2007), Wave overtopping of sea defences and related
structures: Assesment manual. Ea Environment Agency, Expertise Netwerk
Waterkeren, Kuratorium für Forschung im Küsteningenieurwesen.
Franco, C. & Franco, L. (1999), Overtopping formulas for a caisson breakwaters
with non breaking 3D waves. Journal Waerway, Port Coastal and Ocean
Engineering, Vol 125 Nº2, March/April, 98-108.
Goda, Y. (1985), Random seas and desing of maritime structures. University of
Tokyo Press.
Hasofer, A. & Lind, N. (1974), Exact and invariant second moment code format.
Journal of Engineering Mechanics Division, American Society of Civil
Engineers, Vol 100, Nº EM1, pp 111-121.
Llopis, A. (2001), Rebasabilidad en obras marítimas de abrigo en talud. Tesina
de especialidad ETSECCPB-UPC, 2001.
Negro, V. y Varela, O. (2002), Diseño de diques rompeolas. Colegio de
Ingenieros de Caminos, Canales y Puertos.
Pedersen, J. & Burchath, H. (1992), Wave forces on crown walls. Proceedings
23rd Int. Conf. On Coastal Engineering, Venice, Italy, Publ. By American Society
of Civil Engineers.
Penín, J. (2001), Estudio de la rebasabilidad en obras marítimas de abrigo
verticales. Tesina de especialidad ETSECCPB-UPC, 2001.
Owen, M. (1980), Desing of seawalls alowing for wave overtopping. Report Nº
924, Hydraulics Research Station, Wallingford, Oxfordshire, England.
201
Diseño probabilista de Nivel II aplicado al rebase de estructuras marítimas
ROM 0.0 (2001), Recomendaciones para obras marítimas ROM 0.0.
Procedimiento general y bases de cálculo en el proyecto de obras marítimas y
portuarias. Puertos del Estado, Salamanca.
ROM 0.2-90 (1990), Acciones en el proyecto de obras marítimas y portuarias.
Dirección General de Puertos. MOPT, Centro de publicaciones de Secretaría
General Técnica M-43311-1990, Madrid.
Van der Meer, J. & Janssen, J. (1995), Wave runup and wave overtopping at
dikes, ASCE. Task committee on forces on inclined and vertical wall structures
of the committee on waves and wave forces of the Waterway, Port, Coastal,
and Ocean Division of the American Sciety of Civil Engineers.
202