Effect of continuous spirals on uni-axial strength and ductility of CFST columns

Lai, M. H. and Ho, J. C. M. (2015) Effect of continuous spirals on uni-axial strength and ductility of CFST columns. Journal of Constructional Steel Research, 104 235-249. doi:10.1016/j.jcsr.2014.10.007


Author Lai, M. H.
Ho, J. C. M.
Title Effect of continuous spirals on uni-axial strength and ductility of CFST columns
Journal name Journal of Constructional Steel Research   Check publisher's open access policy
ISSN 0143-974X
1873-5983
Publication date 2015-01-01
Year available 2014
Sub-type Article (original research)
DOI 10.1016/j.jcsr.2014.10.007
Open Access Status
Volume 104
Start page 235
End page 249
Total pages 15
Place of publication London United Kingdom
Publisher Elsevier
Language eng
Abstract Published online ahead of print 7 Nov 2014
Formatted abstract
[Year]:Available Online 2014[/]
Keyword Analytical model
Concrete-filled-steel-tube
Failure mode
High-strength concrete
Spiral confinement
Q-Index Code C1
Q-Index Status Confirmed Code
Institutional Status UQ
Additional Notes Published online ahead of print 7 Nov 2014

Document type: Journal Article
Sub-type: Article (original research)
Collections: School of Civil Engineering Publications
Official 2015 Collection
 
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Citation counts: TR Web of Science Citation Count  Cited 10 times in Thomson Reuters Web of Science Article | Citations
Scopus Citation Count Cited 11 times in Scopus Article | Citations
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Created: Tue, 02 Dec 2014, 10:22:06 EST by System User on behalf of School of Civil Engineering