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Identificador persistente para citar o vincular este elemento: https://accedacris.ulpgc.es/handle/10553/24027
DC FieldValueLanguage
dc.contributor.authorÁlamo, Guillermo M.en_US
dc.contributor.authorMartínez-Castro, Alejandro E.en_US
dc.contributor.authorPadrón, Luis A.en_US
dc.contributor.authorAznárez, Juan J.en_US
dc.contributor.authorGallego, Rafaelen_US
dc.contributor.authorMaeso, Orlandoen_US
dc.date.accessioned2017-10-19T02:30:55Z-
dc.date.accessioned2018-03-15T14:29:48Z-
dc.date.available2017-10-19T02:30:55Z-
dc.date.available2018-03-15T14:29:48Z-
dc.date.issued2017en_US
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://accedacris.ulpgc.es/handle/10553/24027-
dc.description10th International Conference on Structural Dynamics, EURODYN 2017; Faculty of Civil and Industrial Engineering (Rome,Italy, 10-13 September 2017) Code 130585en
dc.description.abstractThis work presents impedance functions for inclined pile groups embedded in different half spaces whose stiffness continuously increases with depth. The results are obtained through a three-dimensional harmonic model where the soil response is modelled through the reciprocity theorem in elastodynamics and the use of Green's functions for the layered half space, while the piles are represented by finite elements as Timoshenko's beams. Linear behaviour of soil and piles is assumed. The use of several normalization schemes for the representation of the impedance functions is discussed, highlighting the benefits and drawbacks of each choice and their effects on the interpretation of the obtained results.en_US
dc.formatapplication/pdfes
dc.languageengen_US
dc.relation.ispartofProcedia Engineeringen_US
dc.rightsby-nc-ndes
dc.sourceProcedia Engineering [ISSN 1877-7058], v. 199, p. 86-91en_US
dc.subject33 Ciencias tecnológicasen_US
dc.subject12 Matemáticasen_US
dc.subject.otherInclined pilesen_US
dc.subject.otherLayered half spaceen_US
dc.subject.otherImpedance functionsen_US
dc.subject.otherNormalization schemesen_US
dc.subject.otherGreen’s functionsen_US
dc.titleA proposal for normalized impedance functions of inclined piles in non-homogeneous mediaen_US
dc.typeinfo:eu-repo/semantics/conferenceObjecten_US
dc.typeConferenceObjecten_US
dc.relation.conference10th International Conference on Structural Dynamics (EURODYN)en_US
dc.identifier.doi10.1016/j.proeng.2017.09.160en_US
dc.identifier.scopus85029907816-
dc.identifier.isi000422868900010-
dc.contributor.authorscopusid56790034300-
dc.contributor.authorscopusid6504393902-
dc.contributor.authorscopusid16301716000-
dc.contributor.authorscopusid6701693105-
dc.contributor.authorscopusid7005774990-
dc.contributor.authorscopusid6603029284-
dc.description.lastpage91en_US
dc.description.firstpage86en_US
dc.relation.volume199en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.project.acronymCIM-WINDes
dc.project.classificationInvestigaciónes
dc.project.end2017-12-31es
dc.project.referenceBIA2014-57640-R; FPU14/06115es
dc.project.scopeEstatales
dc.project.sponsorshipMINECOes
dc.project.start2015-01-01es
dc.project.titleAvances en el desarrollo de modelos numéricos para la caracterización dinámica de cimentaciones para aerogeneradoreses
dc.project.typeProyectoes
dc.rights.accessrightsinfo:eu-repo/semantics/openAccesses
dc.type2Actas de congresosen_US
dc.contributor.daisngid5834620-
dc.contributor.daisngid3867283-
dc.contributor.daisngid1494758-
dc.contributor.daisngid997453-
dc.contributor.daisngid176581-
dc.contributor.daisngid894489-
dc.identifier.externalWOS:000422868900010-
dc.utils.revisionSíen_US
dc.contributor.wosstandardWOS:Alamo, GM-
dc.contributor.wosstandardWOS:Martinez-Castro, AE-
dc.contributor.wosstandardWOS:Padron, LA-
dc.contributor.wosstandardWOS:Aznarez, JJ-
dc.contributor.wosstandardWOS:Gallego, R-
dc.contributor.wosstandardWOS:Maeso, O-
dc.date.coverdateEnero 2017en_US
dc.identifier.conferenceidevents121078-
dc.identifier.ulpgcSíen_US
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.event.eventsstartdate10-09-2017-
crisitem.event.eventsenddate13-09-2017-
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.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.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.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.orcid0000-0001-5975-7145-
crisitem.author.orcid0000-0002-5693-051X-
crisitem.author.orcid0000-0003-4576-7304-
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.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameÁlamo Meneses, Guillermo Manuel-
crisitem.author.fullNamePadrón Hernández, Luis Alberto-
crisitem.author.fullNameAznárez González, Juan José-
crisitem.author.fullNameMaeso Fortuny, Orlando Francisco-
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