Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/9169

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Campo DCValorIdioma
dc.contributor.authorLourenço, Paulo B.-
dc.contributor.authorKrakowiak, Konrad J.-
dc.contributor.authorFernandes, Francisco Manuel Carvalho Pinto-
dc.contributor.authorRamos, Luís F.-
dc.date.accessioned2009-05-19T14:42:41Z-
dc.date.available2009-05-19T14:42:41Z-
dc.date.issued2007-
dc.identifier.citation"Engineering Failure Analysis". ISSN 1350-6307. 14:2 (2007) 280-300.en
dc.identifier.issn1350-6307en
dc.identifier.urihttps://hdl.handle.net/1822/9169-
dc.description.abstractConservation and restoration of historical structures are still a challenge to modem practitioners even if significant research advances have occurred in the last decades. Significant advances have been made in non-destructive testing, mechanical characterization, tools for advanced numerical analysis, knowledge on traditional materials and techniques, and innovative materials and techniques. In the paper, Monastery of Jero´nimos in Lisbon, Portugal is adopted as a case study for structural safety assessment. A first discussion is held on the difficulties related to the need of adopting simplified geometries of the model. After a set of sophisticated non-linear failure analyses, a second discussion is held with respect to the consequences associated with the results obtained. Finally, additional in situ testing and monitoring are carried out in a truly iterative process of knowledge accumulation before defining any remedial measures.en
dc.language.isoengen
dc.publisherElsevier 1en
dc.rightsopenAccessen
dc.subjectStructural failuresen
dc.subjectFinite element analysisen
dc.subjectDamage assessmenten
dc.subjectNon-destructive inspectionen
dc.subjectFailure analysisen
dc.titleFailure analysis of Monastery of Jerónimos, Lisbon: how to learn from sophisticated numerical modelsen
dc.typearticlepor
dc.peerreviewedyesen
dc.relation.publisherversionwww.sciencedirect.comen
sdum.number2en
sdum.pagination280-300en
sdum.publicationstatuspublisheden
sdum.volume14en
oaire.citationStartPage280por
oaire.citationEndPage300por
oaire.citationIssue2por
oaire.citationVolume14por
dc.identifier.doi10.1016/j.engfailanal.2006.02.002por
dc.subject.wosScience & Technologypor
sdum.journalEngineering Failure Analysispor
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