Performance of the Christchurch, New Zealand Cathedral during the M7.1 2010 Canterbury earthquake

Vista sencilla de ítem
dc.contributor.authorPreciado, Adolfo
dc.contributor.authorLester, Jamie
dc.contributor.authorIngham, Jason Maxwell
dc.contributor.authorPender, Michael
dc.contributor.authorWang, Guojue
dc.coverage.spatialNew Zealandes
dc.coverage.temporal2010-2014es
dc.date.accessioned2016-05-18T18:34:20Z
dc.date.available2016-05-18T18:34:20Z
dc.date.issued2014-10
dc.descriptionThe Catholic Cathedral is classified as a category 1 listed heritage building constructed largely of unreinforced stone masonry, and was significantly damaged in the recent Canterbury earthquakes of 2010 and 2011. In the 2010 event the building presented slight to moderta damage, meanwhile in the 2011 one experienced ground shaking in excess of its capacity leading to block failures and partial collapse of parts of the building, which left the building standing but still posing a significant hazard. In this paper we discuss the approach to develop the earthquake analysis of the building by 3D numerical simulations, and the results are compared/calibrated with the observed damage of the 2010 earthquake. Very accurate records were obtained during both earthquakes due to a record station located least than 80 m of distance from the building and used in the simulations. Moreover it is included in the model the soil structure interaction because it was observed that the ground and foundation played an important role on the seismic behavior of the structure. A very good agreement was found between the real observed damage and the nonlinear dynamic simulations described trough inelastic deformation (cracking) and building´s performance.es
dc.description.sponsorshipUniversity of Aucklandes
dc.description.sponsorshipPolytechnical University of Guadalajaraes
dc.identifier.citationPreciado, A., Lester, J., Ingham, J. M., Pender, M. and Wang, G. (2014). “Performance of the Christchurch, New Zealand Cathedral during the M7.1 2010 Canterbury earthquake”. 9th International Conference on Structural Analysis of Historical Constructions (SAHC), October 14-17, Mexico City.es
dc.identifier.issn04-2014-102011495500-102
dc.identifier.urihttp://hdl.handle.net/11117/3473
dc.language.isoenges
dc.publisher2014 Structural Analysis of Historical Constructionses
dc.relation.ispartofseriesInternational Conference on Structural Analysis of Historical Constructions;9th
dc.rights.urihttp://quijote.biblio.iteso.mx/licencias/CC-BY-NC-ND-2.5-MX.pdfes
dc.subjectChristchurches
dc.subjectCanterbury Earthquakeses
dc.subjectCathedrales
dc.subjectHistorical Masonryes
dc.subjectSeismic Performancees
dc.subjectNonlinear Analysises
dc.subjectSoil-structure Interactiones
dc.subjectRetrofittinges
dc.titlePerformance of the Christchurch, New Zealand Cathedral during the M7.1 2010 Canterbury earthquakees
dc.typeinfo:eu-repo/semantics/conferencePaperes
rei.peerreviewedYeses
rei.revisorInternational Conference on Structural Analysis of Historical Constructions

Archivos

Bloque original
Mostrando 1 - 1 de 1
Miniatura
Nombre:
SAHC14 Preciado et al 2014.pdf
Tamaño:
745.68 KB
Formato:
Adobe Portable Document Format
Descargar

Colecciones

DHDU - Artículos y ponencias con arbitraje