Façade seismic failure simulation of an old Cathedral in Colima, Mexico by 3D Limit Analysis and Nonlinear Finite Element Method

dc.creatorPreciado, Adolfo
dc.creatorOrduña, Agustín
dc.creatorBartoli, Gianni
dc.creatorBudelmann, Harald
dc.date.accessioned2016-05-18T17:34:12Z
dc.date.available2016-05-18T17:34:12Z
dc.date.created2016-05-18T17:34:12Z
dc.date.issued2015-01
dc.identifierPreciado, A., Orduña, A, Bartoli, G. and Budelmann, H. (2015). “Façade seismic failure simulation of an old Cathedral in Colima, Mexico by 3D Limit Analysis and Nonlinear Finite Element Method”. Journal of Engineering Failure Analysis, 49: pp. 20-30.
dc.identifier1350-6307
dc.identifierhttp://hdl.handle.net/11117/3470
dc.languageeng
dc.publisherElsevier
dc.relationEngineering Failure Analysis;49
dc.rightshttp://quijote.biblio.iteso.mx/licencias/CC-BY-NC-ND-2.5-MX.pdf
dc.subjectFaçades
dc.subjectPerformance
dc.subjectStrong Earthquakes
dc.subjectHistorical Masonry
dc.subjectSeismic Assessment
dc.subjectFailure Mechanisms
dc.subjectNonlinear Analysis
dc.titleFaçade seismic failure simulation of an old Cathedral in Colima, Mexico by 3D Limit Analysis and Nonlinear Finite Element Method
dc.typeinfo:eu-repo/semantics/article


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