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Please use this identifier to cite or link to this item: https://accedacris.ulpgc.es/jspui/handle/10553/16254
DC FieldValueLanguage
dc.contributor.authorPadrón, L. A.en_US
dc.contributor.authorMylonakis, Georgeen_US
dc.contributor.authorBeskos, Dimitrios E.en_US
dc.contributor.otherPadron, Luis-
dc.date.accessioned2016-03-31T02:30:35Z-
dc.date.accessioned2018-03-15T14:36:19Z-
dc.date.available2016-03-31T02:30:35Z-
dc.date.available2018-03-15T14:36:19Z-
dc.date.issued2012en_US
dc.identifier.issn0363-9061en_US
dc.identifier.urihttps://accedacris.ulpgc.es/handle/10553/16254-
dc.description.abstractThe effectiveness and accuracy of the superposition method in assessing the dynamic stiffness and damping functions of embedded footings supported by vertical piles in homogeneous viscoelastic soil is addressed. To the end, the impedances of piled embedded footings are compared to those obtained by suporposing the impedance functions of the corresponding pile groups and embedded footing treated separately.es
dc.formatapplication/pdfes
dc.languageengen_US
dc.relation.ispartofInternational Journal for Numerical and Analytical Methods in Geomechanicsen_US
dc.rightsby-nc-ndes
dc.sourceInternational Journal for Numerical and Analytical Methods in Geomechanics [ISSN 0363-9061], v. 36 (12), p. 1523-1534en_US
dc.subject120220 Ecuaciones diferenciales en derivadas parcialeses
dc.subject120601 Construcción de algoritmoses
dc.subject330506 Ingeniería civiles
dc.subject330510 Cimientoses
dc.subject.otherPiloteses
dc.subject.otherBoundary element methodes
dc.subject.otherBEM-FEMes
dc.titleSimple superposition approach for dynamic analysis of piled embedded footingsen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/nag.1072
dc.identifier.scopus84865113269-
dc.identifier.isi000307730900004-
dcterms.isPartOfInternational Journal For Numerical And Analytical Methods In Geomechanics
dcterms.sourceInternational Journal For Numerical And Analytical Methods In Geomechanics[ISSN 0363-9061],v. 36 (12), p. 1523-1534
dc.contributor.authorscopusid16301716000-
dc.contributor.authorscopusid6602722731-
dc.contributor.authorscopusid7006728767-
dc.identifier.crisid-;-;--
dc.description.lastpage1534-
dc.identifier.issue12-
dc.description.firstpage1523-
dc.relation.volume36-
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.type2Artículoen_US
dc.identifier.wosWOS:000307730900004
dc.contributor.daisngid1494758-
dc.contributor.daisngid475074-
dc.contributor.daisngid99322-
dc.identifier.investigatorRIDK-9757-2014-
dc.contributor.wosstandardWOS:Padron, LA
dc.contributor.wosstandardWOS:Mylonakis, G
dc.contributor.wosstandardWOS:Beskos, DE
dc.date.coverdateAgosto 2012
dc.identifier.ulpgcSíes
dc.description.sjr1,068
dc.description.jcr1,055
dc.description.sjrqQ1
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 de Sistemas Inteligentes y Aplicaciones Numéricas en Ingeniería-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-5693-051X-
crisitem.author.parentorgIU de Sistemas Inteligentes y Aplicaciones Numéricas en Ingeniería-
crisitem.author.fullNamePadrón Hernández, Luis Alberto-
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