| dc.creator | Priestley, M. J. N. | |
| dc.date | 1982-03-31 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/966 | |
| dc.identifier | 10.5459/bnzsee.15.1.22-26 | |
| dc.description | Calculations for the ductility capacity of unconfined concrete
masonry shear walls developed in a previous paper are extended to cover
the case of confined masonry shear walls. Design charts are presented which show that the available ductility will always be greater than
three times the value for a corresponding unconfined wall. Recommendations to govern the required extent of confinement are made. | 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/966/942 | |
| dc.rights | Copyright (c) 1982 M. J. N. Priestley | 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 15 No 1 (1982); 22-26 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Ductility of confined concrete masonry shear walls | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
