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dc.creatorKam, Weng Y.
dc.creatorPampanin, Stefano
dc.creatorDhakal, Rajesh
dc.creatorGavin, Henri P.
dc.creatorRoeder, Charles
dc.date2010-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/262
dc.identifier10.5459/bnzsee.43.4.340-350
dc.descriptionThis paper describes observations of damage to reinforced concrete buildings from the September 2010 Darfield (Canterbury) earthquakes. Data was collated from first-hand earthquake reconnaissance observations by the authors, post-earthquake surveys, and communications and meetings with structural engineers in Christchurch. The paper discusses the general performance of several reinforced concrete building classes: pre-1976 low-rise, pre-1976 medium rise, modern low- and mid-rise, modern high-rise, industrial tilt-up buildings, advanced seismic systems and ground-failure induced damaged and retrofitted RC buildings. Preliminary lessons are highlighted and discussed. In general, reinforced concrete buildings behaved well and as expected, given the intensity of this event.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/262/248
dc.rightsCopyright (c) 2010 Weng Y. Kam, Stefano Pampanin, Rajesh Dhakal, Henri P. Gavin, Charles Roederen-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 43 No. 4 (2010): Special Issue on the 2010 Darfield Earthquake; 340-350en-US
dc.source2324-1543
dc.source1174-9857
dc.titleSeismic performance of reinforced concrete buildings in the September 2010 Darfield (Canterbury) earthquakeen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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