dc.creator | Romero Ordóñez, Antonio | es |
dc.creator | Galvín, Pedro | es |
dc.creator | Domínguez Abascal, José | es |
dc.date.accessioned | 2017-02-06T08:24:53Z | |
dc.date.available | 2017-02-06T08:24:53Z | |
dc.date.issued | 2013 | |
dc.identifier.citation | Romero Ordóñez, A., Galvín, P. y Domínguez Abascal, J. (2013). 3D non-linear time domain FEM–BEM approach to soil–structure interaction problems. Engineering Analysis with Boundary Elements, 37 (3), 501-512. | |
dc.identifier.issn | 0955-7997 | es |
dc.identifier.uri | http://hdl.handle.net/11441/53679 | |
dc.description.abstract | Dynamic soil-structure interaction is concerned with the study of structures supported on flexible soils and
subjected to dynamic actions. Methods combining the finite element method (FEM) and the boundary
element method (BEM) are well suited to address dynamic soil-structure interaction problems. Hence,
FEM-BEM models have been widely used. However, non-linear contact conditions and non-linear behaviour
of the structures have not usually been considered in the analyses. This paper presents a 3D non-linear
time domain FEM-BEM numerical model designed to address soil-structure interaction problems. The
BEM formulation, based on element subdivision and the constant velocity approach, was improved by using
interpolation matrices. The FEM approach was based on implicit Green’s functions and non-linear contact
was considered at the FEM-BEM interface. Two engineering problems were studied with the proposed
methodology: the propagation of waves in an elastic foundation and the dynamic response of a structure to
an incident wave field. | es |
dc.description.sponsorship | Ministerio de Economía y Competitividad BIA2010-14843 | es |
dc.format | application/pdf | es |
dc.language.iso | eng | es |
dc.publisher | Elsevier | es |
dc.relation.ispartof | Engineering Analysis with Boundary Elements, 37 (3), 501-512. | es |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Soil-structure interaction | es |
dc.subject | FEM-BEM coupling | es |
dc.subject | Time domain | es |
dc.subject | Non-linear | es |
dc.title | 3D non-linear time domain FEM-BEM approach to soil-structure interaction problems | es |
dc.type | info:eu-repo/semantics/article | es |
dcterms.identifier | https://ror.org/03yxnpp24 | |
dc.type.version | info:eu-repo/semantics/acceptedVersion | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras | es |
dc.relation.projectID | info:eu-repo/grantAgreement/MINECO/BIA2010-14843 | es |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.enganabound.2013.01.001 | es |
dc.identifier.doi | 10.1016/j.enganabound.2013.01.001 | es |
idus.format.extent | 12 p. | es |
dc.journaltitle | Engineering Analysis with Boundary Elements | es |
dc.publication.volumen | 37 | es |
dc.publication.issue | 3 | es |
dc.publication.initialPage | 501 | es |
dc.publication.endPage | 512 | es |
dc.contributor.funder | Ministerio de Economía y Competitividad (MINECO). España | |