Identificador persistente para citar o vincular este elemento: http://hdl.handle.net/10553/43155
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dc.contributor.authorMedina, Cristinaen_US
dc.contributor.authorAznárez, Juan Joséen_US
dc.contributor.authorPadrón, Luis A.en_US
dc.contributor.authorMaeso, Orlandoen_US
dc.date.accessioned2018-11-21T13:00:56Z-
dc.date.available2018-11-21T13:00:56Z-
dc.date.issued2014en_US
dc.identifier.isbn9789727521654en_US
dc.identifier.issn2311-9020en_US
dc.identifier.urihttp://hdl.handle.net/10553/43155-
dc.description.abstractEven though inclined piles have traditionally been used to withstand large horizontal loads, the lack of understanding about their response under seismic loads (or under associated loads derived, for instance, from soil settlementor liquefaction) have prevented their use in seismic regions. However, several authors have showed that inclined piles may provide potential benefits with respect to the seismic response of the superstructure and of the foundation itself. For this reason, the dynamic responseof this type of foundations isnow being studied. The kinematic interaction factors of pile foundations with inclined elements is one of the aspects that have not received enough attention. The influence of pile rake angle on the seismic response of the superstructure is another aspect that still needs more research. These are precisely the two aspects on which this paper will focus.In order to compute kinematic interaction factors, a three-dimensional boundary element –finite element coupling formulation is used. The system is excited by harmonic vertically-incident shear waves.The paper presents kinematic interaction factors corresponding to inclined single piles, and square 2 by 2 and 3 by 3 pile groups in ready-to-use dimensionless format. It is shown that, while the kinematic response of inclined single piles is rather independent of the rake angle, the kinematic restriction of the pile cap produces a significant dependence on that factor: horizontal displacements are reduced with the rake angle, while rotation changes sign for a certain configuration and increases significantly afterwards. These results can be used to compute the response of a superstructure by substructuring in order to study further the influence of rake angle on it.en_US
dc.languageengen_US
dc.relation.ispartofProceedings of the International Conference on Structural Dynamic , EURODYNen_US
dc.sourceProceedings of the International Conference on Structural Dynamic, EURODYN [ISSN 2311-9020], v. 2014-January, p. 733-740en_US
dc.subject1206 Análisis numéricoen_US
dc.subject250705 Sismología y prospección sismicaen_US
dc.subject330506 Ingeniería civilen_US
dc.subject330510 Cimientosen_US
dc.subject.otherSoil-Structure Interaction
dc.subject.otherHead
dc.titleInfluence of pile rake angle on the seismic response of pile foundations and piled structuresen_US
dc.typeinfo:eu-repo/semantics/conferenceObjectes
dc.typeConferenceObjectes
dc.relation.conference9th International Conference on Structural Dynamics (EURODYN)
dc.relation.conference9th International Conference on Structural Dynamics, EURODYN 2014
dc.identifier.scopus84994476699-
dc.identifier.isi000354786601010
dc.contributor.authorscopusid55833012900-
dc.contributor.authorscopusid6701693105-
dc.contributor.authorscopusid16301716000-
dc.contributor.authorscopusid6603029284-
dc.description.lastpage740-
dc.description.firstpage733-
dc.relation.volume2014-January-
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Actas de congresosen_US
dc.contributor.daisngid3579023
dc.contributor.daisngid997453
dc.contributor.daisngid1494758
dc.contributor.daisngid894489
dc.utils.revisionen_US
dc.contributor.wosstandardWOS:Medina, C
dc.contributor.wosstandardWOS:Aznarez, JJ
dc.contributor.wosstandardWOS:Padron, LA
dc.contributor.wosstandardWOS:Maeso, O
dc.date.coverdateEnero 2014
dc.identifier.conferenceidevents120911
dc.identifier.ulpgces
item.fulltextCon texto completo-
item.grantfulltextopen-
crisitem.event.eventsstartdate30-06-2014-
crisitem.event.eventsstartdate30-06-2014-
crisitem.event.eventsenddate02-07-2014-
crisitem.event.eventsenddate02-07-2014-
crisitem.author.deptGIR SIANI: Modelización y Simulación Computacional-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Modelización y Simulación Computacional-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Modelización y Simulación Computacional-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-5275-0618-
crisitem.author.orcid0000-0003-4576-7304-
crisitem.author.orcid0000-0002-5693-051X-
crisitem.author.orcid0000-0002-4102-9585-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameMedina López, Cristina-
crisitem.author.fullNameAznárez González, Juan José-
crisitem.author.fullNamePadrón Hernández, Luis Alberto-
crisitem.author.fullNameMaeso Fortuny, Orlando Fco-
Colección:Actas de congresos
miniatura
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