| dc.creator | Fenwick, R. C. | |
| dc.creator | Irvine, H. M. | |
| dc.date | 1977-12-31 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1130 | |
| dc.identifier | 10.5459/bnzsee.10.4.174-185 | |
| dc.description | The results of tests on four beam-column joint specimens are reported. It is shown that a joint which contained bond plates to prevent a bond failure of the flexural reinforcement in the joint, and was proportioned to limit yielding of the steel in this zone, had a markedly superior performance to specimens designed to comply with the ACI-318-71 code,
or the proposals of May 1976 for the revision of the N.Z. Ministry of Works and Development code of practice for the design of public buildings (PW 81/10/1). | 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/1130/1098 | |
| dc.rights | Copyright (c) 1977 R. C. Fenwick, H. M. Irvine | 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 10 No 4 (1977); 174-185 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Reinforced concrete beam-column joints for seismic loading
| en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
