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contributor authorJosep R. Medina
contributor authorRobert T. Hudspeth
contributor authorClaudio Fassardi
date accessioned2017-05-08T21:09:46Z
date available2017-05-08T21:09:46Z
date copyrightMarch 1994
date issued1994
identifier other%28asce%290733-950x%281994%29120%3A2%28179%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41042
description abstractThe effects of wave groups on damage to the armor layer for nonovertopped, rubble mound breakwaters were analyzed by a large‐scale experiment. Two independent wave grouping parameters were evaluated in the experiment: (1) The mean run length correlated with the spectral peakedness parameter
publisherAmerican Society of Civil Engineers
titleBreakwater Armor Damage due to Wave Groups
typeJournal Paper
journal volume120
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1994)120:2(179)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
contenttypeFulltext


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