Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1018683
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dc.contributor.authorLemos, R.pt_BR
dc.contributor.authorMendonça, A.C.pt_BR
dc.contributor.authorFortes, C. J. E. M.pt_BR
dc.contributor.authorMartinez, C.pt_BR
dc.contributor.authorGirão, H.pt_BR
dc.contributor.authorLopes, T.pt_BR
dc.date.accessioned2025-06-18T09:12:27Zpt_BR
dc.date.accessioned2025-07-21T13:13:55Z-
dc.date.available2025-06-18T09:12:27Zpt_BR
dc.date.available2025-07-21T13:13:55Z-
dc.date.issued2025-02-16pt_BR
dc.identifier.urihttp://dspace2.lnec.pt:8080/jspui/handle/123456789/1018683pt_BR
dc.identifier.urihttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1018683-
dc.description.abstractThe ProCoast-3D project focuses on developing, applying, and testing methodologies to predict the structural behaviour of rubble-mound breakwaters (RMBs). The study aims to revisit Melby and Kobayashi’s (1999) damage evolution formulas for RMBs, adapting them to the behaviour of Tetrapod and Antifer cubes armour layers. It proposes recalibrating the empirical coefficients to better predict damage in breakwaters with these armour layers, by conducting three-dimensional, long-duration scale model tests. In a previous study, Lemos et al. (2023), adapted Melby’s formula, which traditionally applies to rock armor layers, by developing a similar predictive model for Tetrapods. The present work aims to consolidate this study, in a 3D scale model of the Ericeira breakwater, located on the western coast of Portugal.pt_BR
dc.language.isoengpt_BR
dc.publisherSCACRpt_BR
dc.rightsopenAccesspt_BR
dc.subjectBreakwaterspt_BR
dc.subjectScale model testspt_BR
dc.subject3D surveyspt_BR
dc.subjectEroded volumept_BR
dc.titleDamage Evolution Formulation: A New Approachpt_BR
dc.typearticlept_BR
dc.description.sectorDHA/NPEpt_BR
dc.contributor.peer-reviewedNAOpt_BR
dc.contributor.academicresearchersNAOpt_BR
dc.contributor.arquivoSIMpt_BR
Appears in Collections:DHA/NPE - Comunicações a congressos e artigos de revista

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