dc.creator | Romero Ordóñez, Antonio | es |
dc.creator | Solís Muñiz, Mario | es |
dc.creator | Domínguez Abascal, José | es |
dc.creator | Galvín, Pedro | es |
dc.date.accessioned | 2017-01-30T09:25:00Z | |
dc.date.available | 2017-01-30T09:25:00Z | |
dc.date.issued | 2013 | |
dc.identifier.citation | Romero Ordoñez, A., Solís Muñiz, M., Domínguez Abascal, J. y Galvín, P. (2013). Soil-structure interaction in resonant railway bridges. Soil Dynamics and Earthquake Engineering, 47 (SI), 108-116. | |
dc.identifier.uri | http://hdl.handle.net/11441/52941 | |
dc.description | Special Issue: José Manuel Roësset | es |
dc.description.abstract | This paper explores dynamic soil–bridge interaction in high speed railway lines. The analysis was conducted using a general and fully three-dimensional multi-body finite element–boundary element model formulated in the time domain to predict vibrations caused by trains passing over the bridge. The vehicle was modelled as a multi-body system, the track and the bridge were modelled using finite elements and the soil was considered as a half-space by the boundary element method. The dynamic response of bridges to vehicle passage is usually studied using moving force and moving mass models. However, the multi-body system allows to consider the quasi-static and dynamic excitation mechanisms. Soil–structure interaction was taken into account by coupling finite elements and boundary elements. The paper presents the results obtained for a simply supported short span bridge in a resonant regime under different soil stiffness conditions. | es |
dc.description.sponsorship | Ministerio de Ciencia e Innovación BIA2010-14843 | es |
dc.description.sponsorship | Centro de Investigación Científica de Andalucía (CICA) | es |
dc.format | application/pdf | es |
dc.language.iso | eng | es |
dc.publisher | Elsevier | es |
dc.relation.ispartof | Soil Dynamics and Earthquake Engineering, 47 (SI), 108-116. | es |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Dynamic soil–structure interaction | es |
dc.subject | bridges | es |
dc.subject | Boundary element method | es |
dc.title | Soil-structure interaction in resonant railway bridges | es |
dc.type | info:eu-repo/semantics/article | es |
dcterms.identifier | https://ror.org/03yxnpp24 | |
dc.type.version | info:eu-repo/semantics/submittedVersion | 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 | BIA2010-14843 | es |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0267726112001716 | es |
dc.identifier.doi | 10.1016/j.soildyn.2012.07.014 | es |
idus.format.extent | 9 | es |
dc.journaltitle | Soil Dynamics and Earthquake Engineering | es |
dc.publication.volumen | 47 | es |
dc.publication.issue | SI | es |
dc.publication.initialPage | 108 | es |
dc.publication.endPage | 116 | es |
dc.contributor.funder | Ministerio de Ciencia e Innovación (MICIN). España | |
dc.contributor.funder | Junta de Andalucía | |