Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/52691

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dc.contributor.authorCompan, Victorpor
dc.contributor.authorPachon, Pablopor
dc.contributor.authorCamara, Margaritapor
dc.contributor.authorLourenço, Paulo B.por
dc.contributor.authorSaez, Andrespor
dc.date.accessioned2018-03-18T15:42:18Z-
dc.date.issued2017-
dc.identifier.issn0141-0296por
dc.identifier.urihttp://hdl.handle.net/1822/52691-
dc.description.abstractThis paper addresses the structural safety assessment of the Chapel of the Wurzburg Residence (Germany), one of the most important churches of the Central European Baroque. It was declared as World Heritage Site by UNESCO in 1981, one of its most unique and distinctive characteristics is the geometry of its complex vaults. Intersections between vaults are warped and vaults surfaces were built using only one layer of brick masonry. In this work, a nonlinear finite elements (FE) model has been developed and used to assess the structural safety of the building. In order to update the model by identifying the dynamic response of the building, experimental ambient vibration tests have been previously subsequently carried out. Operational Modal Analysis (OMA) has been used to experimentally identify both modal displacements and natural frequencies. The numerical FE model is them adjusted using genetic algorithms until its dynamic response resembles that experimentally observed, thus providing a valid model to further analyse the structural behaviour of the building. After briefly descripting the Chapel, the methodology followed to update the numerical model and the obtained results from a non-linear analysis on this over-complex vaulted structure are the main goals of the paper.por
dc.description.sponsorshipThanks to the Bavarian Palace Department, especially to Dr.-Ing. Alexander Wiesneth for the support and the availability during the ambient vibration tests that were carried out.This work has been financially supported by Research Project P12-TEP-2068, "Tratamiento y Recuperacidn del Patrimonio Edificado. La Inyeccidn como Metodo de Consolidacion de Estructuras de Fabrica", funded by the Regional Government of Andalusia, Spain.por
dc.language.isoengpor
dc.publisherElsevier Science Ltdpor
dc.rightsrestrictedAccesspor
dc.subjectMasonry vaultspor
dc.subjectAmbient vibration testpor
dc.subjectHistorical buildingpor
dc.subjectChapel of the Wurzburg Residencepor
dc.subjectOperational Modal Analysispor
dc.subjectFE model updatingpor
dc.subjectNon-linear analysispor
dc.subjectGenetic algorithmspor
dc.subjectChapel of the Würzburg Residencepor
dc.titleStructural safety assessment of geometrically complex masonry vaults by non-linear analysis. The Chapel of the Wurzburg Residence (Germany)por
dc.typearticle-
dc.peerreviewedyespor
oaire.citationStartPage1por
oaire.citationEndPage13por
oaire.citationVolume140por
dc.date.updated2018-03-13T19:27:12Z-
dc.identifier.doi10.1016/j.engstruct.2017.03.002por
dc.description.publicationversioninfo:eu-repo/semantics/publishedVersionpor
dc.subject.wosScience & Technology-
sdum.export.identifier4451-
sdum.journalEngineering Structurespor
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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