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Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/16255
DC FieldValueLanguage
dc.contributor.authorPadrón, L. A.es
dc.contributor.authorMylonakis, Georgees
dc.contributor.authorBeskos, Dimitrios E.es
dc.contributor.otherPadron, Luis
dc.date.accessioned2016-03-31T02:30:38Z
dc.date.accessioned2018-03-15T14:36:19Z-
dc.date.available2016-03-31T02:30:38Z
dc.date.available2018-03-15T14:36:19Z-
dc.date.issued2009es
dc.identifier.issn0363-9061
dc.identifier.urihttp://hdl.handle.net/10553/16255
dc.description.abstractDifferent phenomena such a soil consolidation, erosion, and scour beneath an embedded footing supported on piles may lead to loss of contact between soil and the pile cap underside. The importance of this separation on the dynamic stiffness and damping of the foundation is assessed in this work.es
dc.formatapplication/pdfes
dc.languageenges
dc.relation.ispartofInternational Journal for Numerical and Analytical Methods in Geomechanicses-ES
dc.rightsby-nc-ndes
dc.sourceInternational Journal for Numerical and Analytical Methods in Geomechanics[ISSN 0363-9061],v. 33, p. 1439-1448
dc.subject120220 Ecuaciones diferenciales en derivadas parcialeses
dc.subject120601 Construcción de algoritmoses
dc.subject330506 Ingeniería civiles
dc.subject330510 Cimientoses
dc.subject.otherPilotes, Boundary element methodes
dc.subject.otherBEM-FEMes
dc.titleImportance of footing-soil separation on dynamic stiffness of piled embedded footingses
dc.typeinfo:eu-repo/semantics/Articlees
dc.typeinfo:eu-repo/semantics/Articlees
dc.typeArticlees
dc.identifier.doi10.1002/nag.782
dc.identifier.scopus74549191914
dc.identifier.isi000268552900005
dcterms.isPartOfInternational Journal For Numerical And Analytical Methods In Geomechanics
dcterms.sourceInternational Journal For Numerical And Analytical Methods In Geomechanics[ISSN 0363-9061],v. 33 (11), p. 1439-1448
dc.contributor.authorscopusid16301716000
dc.contributor.authorscopusid6602722731
dc.contributor.authorscopusid7006728767
dc.identifier.crisid-;-;-
dc.description.lastpage1448
dc.description.firstpage1439
dc.relation.volume33
dc.investigacionIngeniería y Arquitecturaes
dc.project.classificationInvestigaciónes
dc.project.end2010es
dc.project.referenceBIA2007-67612-C02-01es
dc.project.scopeEstatales
dc.project.sponsorshipMECes
dc.project.start2007es
dc.project.titleEstudio del comportamiento dinámico de presas y pilotes incluyendo efectos de interacción suelo-estructura. Acciones sísmicas y propagación de ondas.es
dc.project.typeProyectoes
dc.rights.accessrightsinfo:eu-repo/semantics/openAccesses
dc.type2Artículoes
dc.identifier.wosWOS:000268552900005
dc.contributor.daisngid1494758
dc.contributor.daisngid475074
dc.contributor.daisngid99322
dc.identifier.investigatorRIDK-9757-2014
dc.contributor.wosstandardWOS:Padron, LA
dc.contributor.wosstandardWOS:Mylonakis, GE
dc.contributor.wosstandardWOS:Beskos, DE
dc.date.coverdateAgosto 2009
dc.identifier.ulpgcSíes
dc.description.jcr1,301
dc.description.jcrqQ2
dc.description.scieSCIE
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-5693-051X-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNamePadrón Hernández, Luis Alberto-
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