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Section 2
 Design earthquake loading and ductility demand

dc.creatorBerrill, J. B.
dc.creatorPriestley, M. J. N.
dc.creatorChapman, H. E.
dc.date1980-09-30
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1006
dc.identifier10.5459/bnzsee.13.3.232-241
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/1006/979
dc.rightsCopyright (c) 1980 J. B. Berrill, M. J. N. Priestley, 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); 232-241en-US
dc.source2324-1543
dc.source1174-9857
dc.titleSection 2
 Design earthquake loading and ductility demanden-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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