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dc.creatorThe seismic committee of the N.Z. prestressed concrete institute
dc.date1976-06-30
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1492
dc.identifier10.5459/bnzsee.9.2.89-96
dc.descriptionThis document includes recent research information and suggests minimum requirements for the design of prestressed and partially prestressed concrete frames to resist seismic forces. They are based on ACI 318-71 where appropriate and shall be read in conjunction with NZS 4203, and are supplementary to NZSR 32. The recommendations are not to be read as a code of practice.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/1492/1402
dc.rightsCopyright (c) 1976 The seismic committee of the N.Z. prestressed concrete instituteen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 9 No 2 (1976); 89-96en-US
dc.source2324-1543
dc.source1174-9857
dc.titleRecommendations for the design and detailing of ductile prestressed concrete frames for seismic loadingen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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