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dc.creatorCole, Gregory
dc.creatorChouw, Nawawi
dc.creatorDhakal, Rajesh
dc.date2011-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/225
dc.identifier10.5459/bnzsee.44.4.334-341
dc.descriptionThis paper describes pounding damage sustained by buildings and bridges in the February 2011 Christchurch earthquake. Approximately 6% of buildings in Christchurch CBD were observed to have suffered some form of serious pounding damage. Almost all of this pounding damage occurred in masonry buildings, further highlighting their vulnerability to this phenomenon. Modern buildings were found to be vulnerable to pounding damage where overly stiff and strong ‘flashing’ components were installed in existing building separations. Soil variability is identified as a key aspect that amplifies the relative movement of buildings, and hence increases the likelihood of pounding damage. Pounding damage in bridges was found to be relatively minor and infrequent in the Christchurch earthquake.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/225/212
dc.rightsCopyright (c) 2011 Gregory Cole, Nawawi Chouw, Rajesh Dhakalen-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 44 No. 4 (2011): Special Issue on the 2011 Christchurch Earthquake; 334-341en-US
dc.source2324-1543
dc.source1174-9857
dc.titleBuilding and bridge pounding damage observed in the 2011 Christchurch earthquakeen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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