| dc.creator | Ingham, J. M. | |
| dc.creator | Priestley, M. J. N. | |
| dc.creator | Seible, F. | |
| dc.date | 1997-06-30 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/566 | |
| dc.identifier | 10.5459/bnzsee.30.2.114-132 | |
| dc.description | A comprehensive laboratory investigation was conducted in which four large-scale structural concrete bridge knee joint units were tested. These units represented an as-built joint, and a repair, a retrofit, and a redesign of the as-built joint, and incorporated differing detailing including haunching, prestressing, and variations in the quantity of specially-placed joint reinforcement. Extensive experimental data led to an improved understanding of the force transfer mechanisms developed within joints of this type. A discussion of test unit response and a review of the most relevant data measured from each test are presented. | 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/566/543 | |
| dc.rights | Copyright (c) 1997 J. M. Ingham, M. J. N. Priestley, F. Seible | 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 30 No 2 (1997); 114-132 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Seismic response of bridge knee joints having columns with interlocking spirals | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
