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dc.creatorBruneau, Michel
dc.creatorAnagnostopoulou, Myrto
dc.creatorMacRae, Greg
dc.creatorClifton, Charles
dc.creatorFussell, Alistair
dc.date2010-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/263
dc.identifier10.5459/bnzsee.43.4.351-359
dc.descriptionThis paper presents preliminary findings based on the performance of various steel structures during the Darfield earthquake of September 4, 2010, including concentrically braced frames, eccentrically braced frames, steel tanks, and steel houses. With a few exceptions, steel structures performed well during this earthquake, but much of this is attributed to the fact that seismic demands from the Darfield earthquake were generally lower than considered in their design.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/263/249
dc.rightsCopyright (c) 2010 Michel Bruneau, Myrto Anagnostopoulou, Greg MacRae, Charles Clifton, Alistair Fussellen-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol. 43 No. 4 (2010): Special Issue on the 2010 Darfield Earthquake; 351-359en-US
dc.source2324-1543
dc.source1174-9857
dc.titlePreliminary report on steel building damage from 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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