| dc.creator | Chunhaviriyakul, Ponpong | |
| dc.creator | MacRae, Gregory A. | |
| dc.creator | Anderson, Dave | |
| dc.creator | Clifton, G. Charles | |
| dc.creator | Leon, Roberto T. | |
| dc.date | 2015-03-31 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/144 | |
| dc.identifier | 10.5459/bnzsee.48.1.63-79 | |
| dc.description | Composite steel-concrete construction uses steel and concrete together to provide the possibility of a system with better performance, and/or lower cost, than using either material alone. This paper firstly subjectively evaluates the advantages and disadvantages of a number of composite concrete filled tubular (CFT) column-connection systems proposed/used around the world in terms of their likely acceptance in moment frames in New Zealand. Then, the cost of a conventional one-way moment-resisting steel frame system is compared with a similarly behaving frame using rectangular concrete filled steel tubular (CFT) columns. It is shown for these studies conducted on one-way frames that composite CFT column construction with beam end-plate connections is generally more expensive than conventional steel column construction. | 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/144/132 | |
| dc.rights | Copyright (c) 2015 Ponpong Chunhaviriyakul, Gregory A. MacRae, Dave Anderson, G. Charles Clifton, Roberto T. Leon | 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 48 No 1 (2015); 63-79 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Suitability of CFT columns for New Zealand moment frames | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
