Earthquake protection of colonial bell towers in Colima, Mexico with externally prestressed FRPs

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dc.contributor.authorPreciado, Adolfo
dc.contributor.authorBudelmann, Harald
dc.contributor.authorBartoli, Gianni
dc.coverage.spatialColima, Méxicoes
dc.coverage.temporal2000-2016es
dc.date.accessioned2016-05-27T17:29:53Z
dc.date.available2017-05-28T10:00:17Z
dc.date.issued2016-05
dc.descriptionA methodology for the seismic vulnerability reduction of old masonry towers with external prestressing is presented. It is applied at the Colonial bell-towers of the Cathedral of Colima, Mexico, characterized for being a high seismic area (M>7.5). The 3D FE models are calibrated with experimental data and assessed through nonlinear static approaches including the seismic demand and an accurate validated masonry model. Based on an extensive parametric study on different configurations of old masonry towers, it is selected an optimal prestressing force and device. The Colonial towers are retrofitted with four prestressing devices of FRPs to convert them into a high energy-dissipative reinforced masonry. The external vertical prestressing is included at key points identified in the seismic vulnerability assessment. This technique is in compliance with the demand for architectural conservation and may be located without drilling and unbounded in order to be fully removable. The seismic performance is enhanced by increasing force, displacement, and internal confinement. It is observed an upgrading of 35% and 20% of displacement capacity. With these results it is corroborated that external vertical prestressing allows a substantial increment of ductility for seismic energy dissipation purposes.es
dc.description.sponsorshipITESO, A.C.es
dc.description.sponsorshipTechnical University of Braunschweiges
dc.description.sponsorshipUniversity of Florencees
dc.identifier.citationPreciado, A., Budelmann, H. and Bartoli, G. (2016). “Earthquake protection of colonial bell towers in Colima, Mexico with externally prestressed FRPs”. International Journal of Architectural Heritage, 10(4), pp. 499-515.es
dc.identifier.issn1558-3066
dc.identifier.urihttp://hdl.handle.net/11117/3564
dc.language.isoenges
dc.publisherTaylor & Francis Groupes
dc.relation.ispartofseriesInternational Journal of Architectural Heritage;10(4)
dc.rights.urihttp://quijote.biblio.iteso.mx/licencias/CC-BY-NC-ND-2.5-MX.pdfes
dc.subjectBell-towerses
dc.subjectRetrofittinges
dc.subjectStrong Earthquakeses
dc.subjectHistorical Masonryes
dc.subjectNonlinear Assessmentses
dc.subjectUnbonded Prestressinges
dc.subjectFRP Deviceses
dc.subjectEnergy Dissipationes
dc.titleEarthquake protection of colonial bell towers in Colima, Mexico with externally prestressed FRPses
dc.typeinfo:eu-repo/semantics/articlees
rei.embargo.terms12 meseses
rei.peerreviewedYeses
rei.revisorInternational Journal of Architectural Heritage

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