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dc.creatorLópez-Mendoza, Danieles
dc.creatorRomero Ordóñez, Antonioes
dc.creatorConnolly, David P.es
dc.creatorGalvín, Pedroes
dc.date.accessioned2018-05-16T15:16:32Z
dc.date.available2018-05-16T15:16:32Z
dc.date.issued2017
dc.identifier.citationLópez-Mendoza, D., Romero Ordóñez, A., Connolly, D.P. y Galvín, P. (2017). Scoping methodology to asses induced vibration by railway traffic in buildings. En 10th International Conference on Structural Dynamics, EURODYN 2017. Procedia Engineering, 199, 2717-2722.
dc.identifier.issn1877-7058es
dc.identifier.urihttps://hdl.handle.net/11441/74711
dc.descriptionFaculty of Civil and Industrial Engineering; Rome; Italy; 10 September 2017 through 13 September 2017es
dc.description.abstractThis work presents a scoping model to predict ground-borne railway vibration levels within buildings considering soil-structure interaction (SSI). It can predict the response of arbitrarily complex buildings in a fraction of the time typically required to analyse a complex SSI problem, and thus provides a practical tool to rapidly analyse the vibration response of numerous structures near railway lines. The tool is designed for use in cases where the ground-borne vibration is known, and thus can be used as model input. Therefore in practice, for the case of a new line, the ground motion can be computed numerically, or alternatively, for the case of new buildings to be constructed near an existing line, it can be recorded directly (e.g. using accelerometers) and used as model input. To achieve these large reductions in computational time, the model discretises the ground-borne vibration in the free field into a frequency range corresponding to the modes that characterize the dynamic building response. After the ground-borne response spectra that corresponds with the incident wave field is estimated, structural vibration levels are computed using modal superposition, thus avoiding intensive soil-structure interaction computations. The model is validated using a SSI problem and by comparing results against a more complex finite element-boundary element model. Finally, the new scoping model is then used to analyse structural-borne vibration. The results show that the scoping model provides a powerful tool for use during the early design stages of a railway system when a large number of structures require analysis.es
dc.description.sponsorshipMinisterio de Economía y Competitividad. BIA2013-43085-Pes
dc.formatapplication/pdfes
dc.language.isoenges
dc.publisherElsevieres
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Estados Unidos de América*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectBuilding vibrationses
dc.subjectGround-borne vibrationses
dc.subjectModal superpositiones
dc.subjectRailway traffices
dc.subjectScoping assessmentes
dc.titleScoping methodology to asses induced vibration by railway traffic in buildingses
dc.typeinfo:eu-repo/semantics/conferenceObjectes
dcterms.identifierhttps://ror.org/03yxnpp24
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructurases
dc.relation.projectIDBIA2013-43085-Pes
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S1877705817341012es
dc.identifier.doi10.1016/j.proeng.2017.09.580es
dc.contributor.groupTEP245: Ingeniería de las Estructurases
idus.format.extent6 p.es
dc.journaltitleProcedia Engineering
dc.publication.volumen199
dc.publication.initialPage2717es
dc.publication.endPage2722es
dc.eventtitle10th International Conference on Structural Dynamics, EURODYN 2017es
dc.eventinstitutionRome, Italyes
dc.contributor.funderMinisterio de Economía y Competitividad (MINECO). España

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