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dc.contributor.authorDomínguez Santos, David Jesús
dc.contributor.authorLópez Almansa, Francisco
dc.contributor.authorBenavent Climent, Amadeo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Estructures a l'Arquitectura
dc.coverage.spatialeast=-1.6968357; north=37.6735925; name=Lorca, Murcia, Espanya
dc.date.accessioned2014-06-03T06:53:29Z
dc.date.available2014-06-03T06:53:29Z
dc.date.created2014
dc.date.issued2014
dc.identifier.citationDomínguez, D.J.; Lopez Almansa, F.; Benavent-Climent, A. Behavior, for the Lorca earthquake on 11-05-2011, of wide beam building designed without seismic considerations. "Informes de la construcción", 2014, vol. 66, núm. 533.
dc.identifier.issn0020-0883
dc.identifier.urihttp://hdl.handle.net/2117/23127
dc.description.abstractThe recent earthquake in Lorca (11-05-2011) was the most destructive recorded event in Spain, despite its moderate magnitude. This paper describes the numerical simulation of the dynamic response to the main record of the Lorca earthquake of six 3 and 6-story buildings with one-way concrete slabs with wide beams; these buildings were designed without any seismic consideration. We have chosen this type of construction because it is potentially highly vulnerable. The six considered buildings were selected to represent a large number of buildings of this type in areas of low-to-medium seismicity (as Lorca) of Spain along the period 1974-1994. The results show that these buildings, even with the cooperation of the walls, do not have sufficient capacity to withstand the most severe component of the Lorca record.
dc.language.isospa
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Arquitectura
dc.subject.lcshEarthquake resistant design
dc.subject.otherCollapse
dc.subject.otherLorca earthquake
dc.subject.otherSeismic vulnerability
dc.subject.otherTime history
dc.subject.otherWide beams
dc.titleBehavior, for the Lorca earthquake on 11-05-2011, of wide beam building designed without seismic considerations
dc.typeArticle
dc.subject.lemacTerratrèmols i estructures
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.identifier.doi10.3989/ic.12.092
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/2985/3304
dc.rights.accessOpen Access
local.identifier.drac14578272
dc.description.versionPostprint (published version)
local.citation.authorDomínguez, D.J.; Lopez Almansa, F.; Benavent-Climent, A.
local.citation.publicationNameInformes de la construcción
local.citation.volume66
local.citation.number533


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