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dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorPelà, Luca
dc.contributor.authorCervera Ruiz, Miguel
dc.contributor.authorClemente, Roberto
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.date.accessioned2012-06-21T16:44:23Z
dc.date.created2012
dc.date.issued2012
dc.identifier.citationRoca, P. [et al.]. Construction process numerical simulation and seismic assessment of Mallorca Cathedral. A: IB2MaC: International Brick and Block Masonry Conference. "15th IB2MaC: developing the future of masonry". Florianópolis: IB2MaC, 2012, p. 1-10.
dc.identifier.isbn978-85-63273-10-9
dc.identifier.urihttp://hdl.handle.net/2117/16123
dc.description.abstractThis paper presents a numerical study of Mallorca Cathedral carried out by means of a FE approach devised for the study of this complex historical construction. Previous studies, including inspection and historical research, have shown that part of the existing damage and deformation might have been experienced during the construction process itself, while later historical processes causing long-term deformation, may also have contributed significantly to the final deformation. In order to analyse the possible influence of the construction process and long term deformation on the deformation of the structure, a numerical tool has been developed to carry out sequential-evolutionary analyses, involving the superposition of consecutive construction stages. A constitutive model has been implemented accounting for both viscoelasticity and mechanical damage by means of an enhanced continuum damage model. This tool has been used to carry out the sequential FE analysis of a typical bay structure of the main nave of the building. The proposed numerical tool has been also used to assess the seismic performance of the typical bay, in the transverse direction, through a nonlinear static analysis. The proposed numerical strategy seems effective to describe deformation and damage and could be applied to other similar historical masonry constructions.
dc.format.extent10 p.
dc.language.isoeng
dc.publisherIB2MaC
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshEarthquake hazard analysis
dc.subject.lcshCatedral de Mallorca
dc.subject.otherHistorical Construction
dc.subject.otherContinuum Model
dc.subject.otherLong-term Effects
dc.subject.otherCreep
dc.subject.otherSeismic Analysis
dc.subject.otherLocalized Damage
dc.titleConstruction process numerical simulation and seismic assessment of Mallorca Cathedral
dc.typeConference report
dc.subject.lemacCatedral de Mallorca -- Sismologia
dc.contributor.groupUniversitat Politècnica de Catalunya. (MC)2 - Grup de Mecànica Computacional en Medis Continus
dc.contributor.groupUniversitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
dc.relation.publisherversionhttp://www.15ibmac.com/home/
dc.rights.accessRestricted access - publisher's policy
drac.iddocument10579445
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorRoca, P.; Pelà, L.; Cervera, M.; Clemente, R.
upcommons.citation.contributorIB2MaC: International Brick and Block Masonry Conference
upcommons.citation.pubplaceFlorianópolis
upcommons.citation.publishedtrue
upcommons.citation.publicationName15th IB2MaC: developing the future of masonry
upcommons.citation.startingPage1
upcommons.citation.endingPage10


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