| dc.creator | Tanaka, H. | |
| dc.creator | Park, R. | |
| dc.creator | McNamee, B. | |
| dc.date | 1985-06-30 | |
| dc.date.accessioned | 2021-02-02T02:29:06Z | |
| dc.date.available | 2021-02-02T02:29:06Z | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/877 | |
| dc.identifier | 10.5459/bnzsee.18.2.165-190 | |
| dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/1780 | |
| dc.description | Four reinforced concrete columns with 400 mm (15.7 in) square cross sections were tested under axial compressive load and cyclic flexure to simulate severe seismic loading. The longitudinal reinforcement consisted of eight bars. The transverse reinforcement consisted of square perimeter hoops surrounding all longitudinal bars and cross ties between the intermediate longitudinal bars. The major variable of the study was the type of anchorage used for the hoops and cross ties. The anchorage details involved arrangements of perimeter hoops with 135° end hooks, cross ties with 90° and/or 180° end hooks, and cross ties and perimeter hooks with tension splices. Conclusions were reached with regard to the effectiveness of the tested anchorage details in columns designed for earthquake resistance. | 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/877/852 | |
| dc.rights | Copyright (c) 1985 H. Tanaka, R. Park, B. McNamee | 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 18 No 2 (1985); 165-190 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Anchorage of transverse reinforcement in rectangular reinforced concrete columns in seismic design | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
