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

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Title
Effect of continuous spirals on uni-axial strength and ductility of CFST columns
Authors
Keywords
Analytical model, Concrete-filled-steel-tube, Failure mode, High-strength concrete, Spiral confinement
Journal
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
Volume 104, Issue -, Pages 235-249
Publisher
Elsevier BV
Online
2014-11-07
DOI
10.1016/j.jcsr.2014.10.007

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