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dc.creatorAnagnostopoulou, Myrto
dc.creatorBruneau, Michel
dc.creatorGavin, Henri P.
dc.date2010-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/266
dc.identifier10.5459/bnzsee.43.4.374-381
dc.descriptionThis paper focuses on the structural behaviour and types of failure of churches located in the general Canterbury area following the Darfield earthquake of September 04, 2010. Given the variability in architectural styles, structural systems and properties of underlying soils, different patterns of damage were identified including out-of-plane gable failures, collapse of bell towers and cracking due to liquefaction and ground settlement. An architectural and historical landmark of Christchurch, the Christchurch Cathedral, suffered insignificant damage during the earthquake mainly because of its seismic retrofitting during 2006-2007. However many other church structures required retrofitting and supporting measures to avoid additional damage.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/266/252
dc.rightsCopyright (c) 2010 Myrto Anagnostopoulou, Michel Bruneau, Henri P. Gavinen-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 43 No. 4 (2010): Special Issue on the 2010 Darfield Earthquake; 374-381en-US
dc.source2324-1543
dc.source1174-9857
dc.titlePerformance of churches during the Darfield earthquake of September 4, 2010en-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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