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Advances in Civil Engineering
/
2018
/
Article
/
Fig 7
/
Research Article
Axial Behaviour of Slender RC Circular Columns Strengthened with Circular CFST Jackets
Figure 7
Normalised load-transverse deformation coefficient response. (a)
L
/
D
ratio. (b)
D
/
t
ratio. (c) SCC strength.
(a)
(b)
(c)