Tentative New Formula for Maximum Horizontal Wave Forces Acting on Perforated Caisson-Reference-Cited by-同舟云学术

Tentative New Formula for Maximum Horizontal Wave Forces Acting on Perforated Caisson

Published:2003-01 Issue:1 Volume:129 Page:34-40
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Tabet-Aoul El-Hafid¹,Lambert Eloi²

Affiliation:

1. Lecturer, Le Havre University, 25 rue P. Lebon BP540 76058 Le Havre Cedex France.

2. Lecturer, Rouen IUFM 25 rue P. Lebon BP540 76058 Le Havre Cedex France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282003%29129%3A1%2834%29

Reference7 articles.

1. Canel M. (1994). “Dissipative monolithic breakwaters.” Some aspects of hydrodynamics—MAST II—coastal structures report E.C. Publications Grenoble France.

2. De Gerloni M. (1998). “Forces on perforated structures: Proposal for a Goda modified formula.” MAST III-PROVERBS-CT95-0041 Overall Workshop E.C. Publications Grenoble France.

3. Franco C. (1996). Wave overtopping and loads on caisson breakwaters under three-dimensional sea-states. Full final report Delft Hydraulics Delft The Netherlands.

4. Goda Y. (1985). Random seas and design of maritime structures University of Tokyo Press Tokyo Japan.

5. Tabet-Aoul E. H. (1998). “Etude du fonctionnement hydraulique des digues à paroi perforée ” PhD thesis Le Havre University Le Havre France (in French).

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