Dynamic response and sliding distance of composite breakwaters under breaking and non-breaking wave attack-Reference-Cited by-同舟云学术

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Dynamic response and sliding distance of composite breakwaters under breaking and non-breaking wave attack

Published:2011-10 Issue:10 Volume:58 Page:953-969
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Cuomo Giovanni,Lupoi Giorgio,Shimosako Ken-ihiro,Takahashi Shigeo

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference45 articles.

1. Dynamics of Structures;Chopra,2001

2. Cuomo, G. (2005) “Dynamics of wave induced loads and their effects on coastal structures” PhD Thesis, University of Rome TRE.

3. Breaking wave loads at vertical sea walls & breakwaters;Cuomo;Coastal Engineering,2010

4. Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise time;Cuomo,2011

5. Foundation Design of Caisson Breakwaters;de Groot,1996

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