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dc.contributor.authorEndo, Yohei
dc.contributor.authorLlorens Sulivera, Miquel
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorPelà, Luca
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-09-06T17:27:23Z
dc.date.available2018-07-03T00:30:44Z
dc.date.issued2017-06
dc.identifier.citationEndo, Y., Llorens, M., Roca, P., Pelà, L. Dynamic identification and static loading tests of timbrel vaults: application to a Modernist 20th century heritage structure. "International journal of architectural heritage", Juny 2017, vol. 11, núm. 4, p. 607-620.
dc.identifier.issn1558-3058
dc.identifier.urihttp://hdl.handle.net/2117/107469
dc.descriptionThis is an Accepted Manuscript of an article published by Taylor & Francis Group in International Journal of Architectural Heritage on 2017, available online at: http://www.tandfonline.com/10.1080/15583058.2016.1277566
dc.description.abstractThis paper presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The paper includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilisation of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behaviour observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behaviour of the timbrel vaults.
dc.format.extent14 p.
dc.language.isoeng
dc.publisherTaylor & Francis
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subjectÀrees temàtiques de la UPC::Arquitectura::Restauració arquitectònica
dc.subject.lcshHospital de la Santa Cruz y San Pablo (Barcelona, Spain)
dc.subject.lcshModern movement (Architecture)--Conservation and restoration
dc.subject.otherbrick masonry
dc.subject.othertimbrel vault
dc.subject.otherextrados stiffening diaphragm
dc.subject.otherdynamic identification test
dc.subject.otherstatic loading test
dc.subject.otherFEM analysis
dc.titleDynamic identification and static loading tests of timbrel vaults: application to a Modernist 20th century heritage structure
dc.typeArticle
dc.subject.lemacHospital de la Santa Creu i Sant Pau (Barcelona, Catalunya) -- Història
dc.subject.lemacModernisme (Arquitectura) -- Conservació i restauració
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1080/15583058.2016.1277566
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.tandfonline.com/doi/abs/10.1080/15583058.2016.1277566
dc.rights.accessOpen Access
local.identifier.drac19653520
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO/6PN/BIA2015-63882-P
local.citation.authorEndo, Y.; Llorens, M.; Roca, P.; Pelà, L.
local.citation.publicationNameInternational journal of architectural heritage
local.citation.volume11
local.citation.number4
local.citation.startingPage607
local.citation.endingPage620


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