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Section 5
 Detailing for ductility and ductility capability

dc.creatorCormack, L. G.
dc.creatorPark, R.
dc.creatorChapman, H. E.
dc.date1980-09-30
dc.date.accessioned2021-02-02T02:30:17Z
dc.date.available2021-02-02T02:30:17Z
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1009
dc.identifier10.5459/bnzsee.13.3.262-263
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/1907
dc.descriptionSeismic design of bridges
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/1009/982
dc.rightsCopyright (c) 1980 L. G. Cormack, R. Park, H. E. Chapmanen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 13 No 3 (1980); 262-263en-US
dc.source2324-1543
dc.source1174-9857
dc.titleSection 5
 Detailing for ductility and ductility capabilityen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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