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dc.contributor.authorJiménez Pacheco, Juan
dc.contributor.authorGonzález Drigo, José Ramón
dc.contributor.authorPujades Beneit, Lluís
dc.contributor.authorBarbat Barbat, Horia Alejandro
dc.contributor.authorCalderón Brito, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.coverage.spatialeast=2.164864; north=41.3922186; name=Carrer d'Aragó, 265, 08007 Barcelona, Espanya
dc.date.accessioned2020-05-27T12:19:35Z
dc.date.available2021-01-03T01:40:53Z
dc.date.issued2020-01-04
dc.identifier.citationJiménez, J. [et al.]. Traditional high-rise unreinforced masonry buildings: modeling and influence of floor system stiffening on their overall seismic response. "International journal of architectural heritage", 4 Gener 2020.
dc.identifier.issn1558-3058
dc.identifier.urihttp://hdl.handle.net/2117/189260
dc.description.abstractThis paper summarizes a study whose primary objectives were to develop a model for nonlinear static analysis of unreinforced masonry (URM) buildings, considering the flexibility of the floor system and analyzing the influence of stiffening the floor system on the overall seismic response of such buildings. With this aim, a six-story building typical of the Eixample-Barcelona district was used as a case study. All the macro-elements, those that constitute the walls and the floor system, were developed with one-dimensional spring elements. The influence of stiffening the floor system was analyzed by applying conventional stiffening interventions to the two-floor systems common in the Eixample-Barcelona district. The overall seismic response was evaluated in terms of modal parameters, the characteristics of the pushover curves and the deformed shape of the floors. The outcomes are discussed in relation to recent studies and explained in the context of previous studies. Finally, in the two unstiffened cases of the prototype building, the stiffening of the floor system slightly increases in fundamental periods, slightly to moderately increases in base shear capacities, and significantly decreases in displacement capacities.
dc.language.isoeng
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::Enginyeria civil::Geotècnia::Sismologia
dc.subject.lcshSoils -- Analysis
dc.subject.otherFlexible floor
dc.subject.otherPushover analysis
dc.subject.otherSpring-type macro-elements
dc.subject.otherStiffening of floors
dc.subject.otherTraditional URM buildings
dc.titleTraditional high-rise unreinforced masonry buildings: modeling and influence of floor system stiffening on their overall seismic response
dc.typeArticle
dc.subject.lemacSismologia -- Edificació (Urbanisme)
dc.subject.lemacSòls -- Anàlisi
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.identifier.doi10.1080/15583058.2019.1709582
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.tandfonline.com/doi/abs/10.1080/15583058.2019.1709582
dc.rights.accessOpen Access
local.identifier.drac27020197
dc.description.versionPostprint (author's final draft)
local.citation.authorJiménez, J.; Gonzalez-Drigo, J.R.; Pujades, L.G.; Barbat, A. H.; Calderón, J.
local.citation.publicationNameInternational journal of architectural heritage


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Attribution-NonCommercial-NoDerivs 3.0 Spain
Llevat que s'hi indiqui el contrari, els continguts d'aquesta obra estan subjectes a la llicència de Creative Commons : Reconeixement-NoComercial-SenseObraDerivada 3.0 Espanya