Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/46941
DC FieldValueLanguage
dc.contributor.authorRodríguez Bordón, Jacob Daviden_US
dc.contributor.authorAznárez González, Juan Joséen_US
dc.contributor.authorMaeso Fortuny, Orlando Franciscoen_US
dc.contributor.otherMaeso, Orlando-
dc.contributor.otherAznarez, Juan-
dc.date.accessioned2018-11-23T09:35:24Z-
dc.date.available2018-11-23T09:35:24Z-
dc.date.issued2016en_US
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10553/16342-
dc.description.abstractThis paper is concerned with the vibration isolation efficiency analysis of total or partially buried thin walled wave barriers in poroelastic soils. A two-dimensional time harmonic model that treats soils and structures in a direct way by combining appropriately the conventional Boundary Element Method (BEM), the Dual BEM (DBEM) and the Finite Element Method (FEM) is developed to this aim. The wave barriers are impinged by Rayleigh waves obtained fromBiot’s poroelasticity equations assuming a permeable free-surface. The suitability of the proposed model is justified by comparison with available previous results. The vibration isolation efficiency of three kinds ofwave barriers (open trench, simple wall, open trench-wall) in poroelastic soils is studied by varying their geometry, the soil properties and the frequency. It is found that the efficiency of these wave barriers behaves similarly to these in elastic soils, except for high porosities and small dissipation coefficients. The efficiency of open trench-wall barriers can be evaluated neglecting their walls if they are typical sheet piles. This does not happen with walls of bigger cross-sections, leading in general to efficiency losses. Likewise, increasing the burial depth to trench depth ratio has a negative impact on the efficiency.en_US
dc.formatapplication/pdf-
dc.languageengen_US
dc.publisher0266-352X-
dc.relation.ispartofComputers and Geotechnicsen_US
dc.rightsby-nc-nd-
dc.sourceComputers and Geotechnics [ISSN 0266-352X], v. 71, p. 168-179en_US
dc.subject330510 Cimientosen_US
dc.subject2201 Acústicaen_US
dc.subject120601 Construcción de algoritmosen_US
dc.subject3305 Tecnología de la construcciónen_US
dc.subject.otherDual boundary element methoden_US
dc.subject.otherBEM-FEMen_US
dc.subject.otherRayleigh wavesen_US
dc.subject.otherSoilsen_US
dc.subject.otherVibration analysisen_US
dc.subject.otherThin walled structuresen_US
dc.subject.otherFinite element methoden_US
dc.titleTwo-dimensional numerical approach for the vibration isolation analysis of thin walled wave barriers in poroelastic soilsen_US
dc.title.alternativeEnfoque numérico bidimensional para el análisis de aislamiento de vibraciones de barreras de onda de pared delgada en suelos poroelásticosen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticlees
dc.identifier.doi10.1016/j.compgeo.2015.08.007
dc.identifier.scopus84944088501-
dc.identifier.isi000366766500015-
dcterms.isPartOfComputers And Geotechnics-
dcterms.sourceComputers And Geotechnics[ISSN 0266-352X],v. 71, p. 168-179-
dc.contributor.authorscopusid56110078400-
dc.contributor.authorscopusid6701693105-
dc.contributor.authorscopusid6603029284-
dc.identifier.crisid25907;1596;1377-
dc.identifier.crisid25907;1596;1377-
dc.description.lastpage179-
dc.description.firstpage168-
dc.relation.volume71-
dc.investigacionIngeniería y Arquitecturaen_US
dc.project.acronymCIM-WIND-
dc.project.classificationInvestigación-
dc.project.end2017-12-31-
dc.project.referenceBIA2014-57640-R-
dc.project.scopeEstatal-
dc.project.sponsorshipMINECO-
dc.project.start2015-01-01-
dc.project.titleAvances en el desarrollo de modelos numéricos para la caracterización dinámica de cimentaciones para aerogeneradores-
dc.project.typeProyecto-
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess-
dc.type2Artículoen_US
dc.identifier.wosWOS:000366766500015-
dc.contributor.daisngid8114997-
dc.contributor.daisngid997453-
dc.contributor.daisngid894489-
dc.identifier.investigatorRIDL-9199-2014-
dc.identifier.investigatorRIDL-2378-2014-
dc.identifier.investigatorRIDL-7437-2014-
dc.contributor.wosstandardWOS:Bordon, JDR
dc.contributor.wosstandardWOS:Aznarez, JJ
dc.contributor.wosstandardWOS:Maeso, O
dc.date.coverdateEnero 2016
dc.identifier.ulpgces
dc.description.sjr2,012
dc.description.jcr2,358
dc.description.sjrqQ1
dc.description.jcrqQ2
dc.description.scieSCIE
item.fulltextCon texto completo-
item.grantfulltextopen-
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.orcid0000-0001-5820-2527-
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.fullNameRodríguez Bordón, Jacob David-
crisitem.author.fullNameAznárez González, Juan José-
crisitem.author.fullNameMaeso Fortuny, Orlando Fco-
Appears in Collections:Artículos
Thumbnail
Adobe PDF (343,19 kB)
Show simple item record

Google ScholarTM

Check

Altmetric


Share



Export metadata



Items in accedaCRIS are protected by copyright, with all rights reserved, unless otherwise indicated.