Autor:	Joseph R Medina, M Esther Gomez-Martin, Joaquin Garrido, César Vidal
Rok vydání:	2004
Předmět:	Engineering Artificial neural network Armour business.industry Breakwater Damage analysis Loss and damage Structural engineering business Riprap Network analysis Exponential function
Zdroj:	Scopus-Elsevier
DOI:	10.1061/40733(147)20
Popis:	This paper compares to methods to estimate the rubble-mound breakwater armor damage evolution in nonstationary wave conditions. The first method is based on the exponential model on individual waves proposed by Medina (1996). The second method is based on Neural Networks pruned using Evolutionary Strategies. Both methods give reasonably good agreement with laboratory observations.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a4e0b602af06fce4e327ba72b26d401 https://doi.org/10.1061/40733(147)20 Zobrazit plný text záznamu