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dc.contributor.authorElyamani, Ahmed
dc.contributor.authorCaselles Magallón, Josep Oriol
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorClapes Boixader, Jaime
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-05-31T17:53:57Z
dc.date.available2019-05-31T17:53:57Z
dc.date.issued2017-03
dc.identifier.citationElyamani, A. [et al.]. Dynamic investigation of a large historical cathedral. "Structural control & health monitoring", Març 2017, vol. 24, núm. 3, p. 1-25.
dc.identifier.issn1545-2255
dc.identifier.urihttp://hdl.handle.net/2117/133809
dc.descriptionThis is the peer reviewed version of the following article: [Elyamani, A., Caselles, O., Roca, P., and Clapes, J. ( 2017) Dynamic investigation of a large historical cathedral, Struct. Control Health Monit., 24: e1885. doi: 10.1002/stc.1885. ], which has been published in final form at https://onlinelibrary.wiley.com/doi/abs/10.1002/stc.1885. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
dc.description.abstractThe presented research aimed at studying the dynamic behavior of Mallorca cathedral (Mallorca Island, Spain) under ambient sources of vibration and seismic events. The cathedral is one of the greatest built masonry structures worldwide. It is characterized for its audacious dimensions and slender structural members. Because of it, the study of its dynamic behavior is a clear concern. The cathedral dynamic properties were firstly identified using ambient vibration testing. Afterwards, a dynamic monitoring system was implemented to continuously measure, record, and wirelessly transfer the acceleration records without having to set up an activating threshold. This monitoring type was implemented because of the low seismic intensity of Mallorca Island with a basic ground acceleration of only 0.04 g according to the Spanish seismic standard. The continuous monitoring allowed for capturing some seismic events and some drops in the natural frequencies were noticed because of a breathing crack effect. Using both ambient vibration testing and continuous monitoring system, global modes could be more accurately identified than more local ones. The identification of the global modes was more attainable than in the case of more local ones. The temperature was a more influential environmental parameter than humidity and wind for all of the identified modes except for one more directly depended on wind.
dc.format.extent25 p.
dc.language.isoeng
dc.publisherJohn Wiley & sons
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
dc.subjectÀrees temàtiques de la UPC::Arquitectura
dc.subject.lcshHistoric buildings--Earthquake effects--Spain
dc.subject.lcshCathedrals--Spain--Palma de Mallorca
dc.subject.lcshCatedral de Mallorca
dc.subject.otherdynamic identification
dc.subject.othercontinuous dynamic monitoring
dc.subject.otherseismic response
dc.subject.otherMallorca cathedral
dc.subject.otherhistorical structures
dc.titleDynamic investigation of a large historical cathedral
dc.typeArticle
dc.subject.lemacCatedral de Mallorca -- Sismologia
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1002/stc.1885
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://onlinelibrary.wiley.com/doi/10.1002/stc.1885/abstract
dc.rights.accessOpen Access
drac.iddocument20096615
dc.description.versionPostprint (author's final draft)
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/FP7/244123/EU/NEW INTEGRATED KNOWLEDGE BASED APPROACHES TO THE PROTECTION OF CULTURAL HERITAGE FROM EARTHQUAKE-INDUCED RISK/NIKER
upcommons.citation.authorElyamani, A.; Caselles, J.; Roca, P.; Clapes, J.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameStructural control & health monitoring
upcommons.citation.volume24
upcommons.citation.number3
upcommons.citation.startingPage1
upcommons.citation.endingPage25


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