Effect of random multidirectional wave fields on wave loads on vertical and composite breakwaters

Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000

Volumn 276, Issue , 2000, Pages 1710-1723

  Calabrese, Mario ^a   Allsop, William ^b   Buccino, Mariano ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^b UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

3D EFFECTS; COMPOSITE BREAKWATER; HR WALLINGFORD; MODEL TESTS; MULTI-DIRECTIONAL; OPTIMAL DESIGN; PROBABILISTIC DESIGN; VERTICAL BREAKWATER; WAVE BASINS; WAVE FORCE; WAVE LOAD; WAVE-INDUCED FORCE; WAVEFIELDS;

BREAKWATERS; COASTAL ENGINEERING; THREE DIMENSIONAL;

PROBABILITY DISTRIBUTIONS;

EID: 57449101107     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

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