dc.creator | The seismic committee of the N.Z. prestressed concrete institute | |
dc.date | 1976-06-30 | |
dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1492 | |
dc.identifier | 10.5459/bnzsee.9.2.89-96 | |
dc.description | This 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.format | application/pdf | |
dc.language | eng | |
dc.publisher | New Zealand Society for Earthquake Engineering | en-US |
dc.relation | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1492/1402 | |
dc.rights | Copyright (c) 1976 The seismic committee of the N.Z. prestressed concrete institute | en-US |
dc.rights | https://creativecommons.org/licenses/by/4.0 | en-US |
dc.source | Bulletin of the New Zealand Society for Earthquake Engineering; Vol 9 No 2 (1976); 89-96 | en-US |
dc.source | 2324-1543 | |
dc.source | 1174-9857 | |
dc.title | Recommendations for the design and detailing of ductile prestressed concrete frames for seismic loading | en-US |
dc.type | info:eu-repo/semantics/article | |
dc.type | info:eu-repo/semantics/publishedVersion | |
dc.type | Article | en-US |