Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/73334
DC FieldValueLanguage
dc.contributor.authorMedina, Cristinaen_US
dc.contributor.authorÁlamo Meneses, Guillermo Manuelen_US
dc.contributor.authorAznárez González, Juan Joséen_US
dc.contributor.authorPadron, Luis A.en_US
dc.contributor.authorMaeso, Orlando F.en_US
dc.date.accessioned2020-06-17T09:51:11Z-
dc.date.available2020-06-17T09:51:11Z-
dc.date.issued2020en_US
dc.identifier.issn0141-0296en_US
dc.identifier.otherScopus-
dc.identifier.otherWoS-
dc.identifier.urihttp://hdl.handle.net/10553/73334-
dc.description.abstractThis paper aims at analyzing the effects of soil non-homogeneity on the dynamic behavior of piled structures. In order to fulfil this objective a procedure based on a substructuring model, which includes soil-structure interaction effects, is used to compute the dynamic response of slender and non-slender structures supported on several pile group configurations embedded in four different linear-elastic Gibson soil profiles. A numerical model based on the integral formulation of the elastodynamic problem and Green's functions for the layered half space is used for the purpose of determining the foundation dynamic response in terms of impedances and kinematic interaction factors. The results obtained in terms of structural base shear force for each one of the variable-with-depth soil profiles are compared to those computed for an equivalent homogeneous soil. A significant influence of the soil profile on the structural harmonic response to seismic waves is observed in terms of maximum shear force at the base of the structure. The homogeneous assumption when modelling depth-varying soil profiles yields, in many cases, non-conservative results when predicting the structural dynamic behavior.en_US
dc.languageengen_US
dc.relationInfluencia de Los Fenómenos de Interacción Suelo-Estructura en la Respuesta Sísmica Deen_US
dc.relation.ispartofEngineering Structuresen_US
dc.sourceEngineering Structures [ISSN 0141-0296], v. 215, 110658, (Julio 2020)en_US
dc.subject3313 Tecnología e ingeniería mecánicasen_US
dc.subject3312 Tecnología de materialesen_US
dc.subject.otherLayered Soilen_US
dc.subject.otherPile Foundationsen_US
dc.subject.otherSeismic Responseen_US
dc.subject.otherSoil-Structure Interactionen_US
dc.subject.otherSubstructure Modelen_US
dc.titleInfluence of soil non-homogeneity on the base shear force of piled structures subjected to harmonic seismic wavesen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.engstruct.2020.110658en_US
dc.identifier.scopus85085175569-
dc.identifier.isi000537311500025-
dc.contributor.authorscopusid55833012900-
dc.contributor.authorscopusid56790034300-
dc.contributor.authorscopusid6701693105-
dc.contributor.authorscopusid16301716000-
dc.contributor.authorscopusid6603029284-
dc.identifier.eissn1873-7323-
dc.relation.volume215en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
local.message.claim2021-03-23T10:03:03.784+0000|||rp00345|||submit_approve|||dc_contributor_author|||None-
dc.contributor.daisngid40310626-
dc.contributor.daisngid5834620-
dc.contributor.daisngid31449359-
dc.contributor.daisngid1494758-
dc.contributor.daisngid40327724-
dc.description.numberofpages15en_US
dc.utils.revisionen_US
dc.contributor.wosstandardWOS:Medina, C-
dc.contributor.wosstandardWOS:Alamo, GM-
dc.contributor.wosstandardWOS:Aznarez, JJ-
dc.contributor.wosstandardWOS:Padron, LA-
dc.contributor.wosstandardWOS:Maeso, O-
dc.date.coverdateJulio 2020en_US
dc.identifier.ulpgcen_US
dc.description.sjr1,567
dc.description.jcr4,471
dc.description.sjrqQ1
dc.description.jcrqQ1
dc.description.scieSCIE
item.fulltextSin texto completo-
item.grantfulltextnone-
crisitem.project.principalinvestigatorAznárez González, Juan José-
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.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.orcid0000-0001-5975-7145-
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.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameMedina López, Cristina-
crisitem.author.fullNameÁlamo Meneses, Guillermo Manuel-
crisitem.author.fullNameAznárez González, Juan José-
crisitem.author.fullNamePadrón Hernández, Luis Alberto-
crisitem.author.fullNameMaeso Fortuny, Orlando Fco-
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