Show simple item record

dc.contributor.authorSaloustros, Savvas
dc.contributor.authorPelà, Luca
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorPortal, Jorge
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2014-12-12T13:49:46Z
dc.date.created2014-10-13
dc.date.issued2014-10-13
dc.identifier.citationSaloustros, S. [et al.]. Numerical analysis of structural damage in the church of the Poblet Monastery. "Engineering failure analysis", 13 Octubre 2014, vol. 48, p. 41-61.
dc.identifier.issn1350-6307
dc.identifier.urihttp://hdl.handle.net/2117/25017
dc.description.abstractIdentifying the possible causes of existing damage in historical structures is a complex task. Common difficulties are the limited information regarding the history of the construction, the properties of materials and the morphology of structural members. This paper investigates the capability of advanced numerical modelling to address the aforementioned issues and to simulate the damage in complex masonry structures. The case under study is the church of the Poblet Monastery, one of the UNESCO World Heritage Sites in Spain. The developed finite element model includes the actual-deformed 3D geometry of a selected bay, aiming to consider the important deformation of the structure during the analysis. Based on the historical survey, the analysis considers different hypotheses to investigate on the possible causes of existing damage: gravitational loading, settlements , past earthquakes and reported structural alterations. The influence of the material parameters on the structural safety is assessed with parametric analysis. Additionally, the parallel use of graphic statics with numerical analysis helps to interpret realistically the structure’s current equilibrium. The applied numerical strategy is effective to understand the causes of the present damage in the structure. The results of the study are useful to make a first diagnosis and are the prelude for future inspection, testing and monitoring activities
dc.format.extent21 p.
dc.language.isoeng
dc.publisherElsevier
dc.subjectÀrees temàtiques de la UPC::Edificació::Rehabilitació d’edificis
dc.subjectÀrees temàtiques de la UPC::Edificació::Elements constructius d’edificis::Elements estructurals d’edificis
dc.subject.lcshEarthquake engineering
dc.subject.lcshMonasteries -- Spain -- Santa Maria de Poblet
dc.subject.otherContinuum damage mechanics
dc.subject.otherEarthquake
dc.subject.otherGraphic statics
dc.subject.otherFE deformed model
dc.subject.otherSoil settlements
dc.titleNumerical analysis of structural damage in the church of the Poblet Monastery
dc.typeArticle
dc.subject.lemacEnginyeria d'estructures
dc.subject.lemacEnginyeria sísmica
dc.subject.lemacMonestirs - Catalunya - Santa Maria de Poblet
dc.contributor.groupUniversitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
dc.identifier.doi10.1016/j.engfailanal.2014.10.015
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://dx.doi.org/10.1016/j.engfailanal.2014.10.015
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac15341463
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorSaloustros, S.; Pela, L.; Roca, P.; Portal, J.
local.citation.publicationNameEngineering failure analysis
local.citation.volume48
local.citation.startingPage41
local.citation.endingPage61


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder