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Advances in Civil Engineering
/
2020
/
Article
/
Fig 23
/
Research Article
Experimental Investigation on Out-of-Plane Flexural and Shear Performance of Half Steel-Concrete Slabs
Figure 23
Ultimate load versus shear span ratio curves: (a)
ρ
sv
= 0%; (b)
ρ
sv
= 0.42%.
(a)
(b)