Suitability of CFT columns for New Zealand moment frames
Item
Title (Dublin Core)
en-US
Suitability of CFT columns for New Zealand moment frames
Description (Dublin Core)
en-US
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.
Creator (Dublin Core)
Chunhaviriyakul, Ponpong
MacRae, Gregory A.
Anderson, Dave
Clifton, G. Charles
Leon, Roberto T.
Publisher (Dublin Core)
en-US
New Zealand Society for Earthquake Engineering
Date (Dublin Core)
2015-03-31
Type (Dublin Core)
info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
en-US
Article
Format (Dublin Core)
application/pdf
Identifier (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/144
10.5459/bnzsee.48.1.63-79
Source (Dublin Core)
en-US
Bulletin of the New Zealand Society for Earthquake Engineering; Vol 48 No 1 (2015); 63-79
2324-1543
1174-9857
Language (Dublin Core)
eng
Relation (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/144/132
Rights (Dublin Core)
en-US
Copyright (c) 2015 Ponpong Chunhaviriyakul, Gregory A. MacRae, Dave Anderson, G. Charles Clifton, Roberto T. Leon
en-US
https://creativecommons.org/licenses/by/4.0
