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contributor authorHajime Mase
contributor authorMasanobu Sakamoto
contributor authorTetsuo Sakai
date accessioned2017-05-08T21:09:55Z
date available2017-05-08T21:09:55Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-950x%281995%29121%3A6%28294%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41115
description abstractThis paper examines the applicability of a neural network to analyze model test data of the stability of rubble-mound breakwaters. The neural network is an information-processing system, modeled on the structure of the human brain, that is able to deal with information whose interrelation is not clear. Seven parameters concerning the stability of rock slopes are used: the stability number, the damage level, the number of attacking waves, the surf-similarity parameter, the permeability parameter, the dimensionless water depth in front of the structure, and the spectral shape parameter. The damage levels predicted by the neural network, calibrated by using a part of Van der Meer's 1988 experimental data, agree satisfactorily well with the measured damage levels of another part of the data source by Van der Meer 1988 and by Smith et al.'s 1992 data. The agreement between the predicted stability numbers by the neural network and the measured stability numbers is also good.
publisherAmerican Society of Civil Engineers
titleNeural Network for Stability Analysis of Rubble-Mound Breakwaters
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1995)121:6(294)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


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