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International Journal of Concrete Structures and Materials

Table 10 Comparison between measured and empirical normalized shortening at maximum failure load.

From: Evaluation of Out-of-Plane Response of R/C Structural Wall Boundary Edges Detailed with Maximum Code-Prescribed Longitudinal Reinforcement Ratio

N/A

Name of specimen

Longitudinal reinforcement

Experimental normalized shortening at failure load (‰)

Analytical normalized shortening at failure load (‰)

Comparison (Δhβ,Pu,exp/Δhβ,Pu,an)

1

C-0

4Ø12

4.53

4.53

1.00

2

C-10

4Ø12

17.19

17.06

1.01

3

C-20

4Ø12

24.44

27.34

0.89

4

C-30

4Ø12

4.69

11.04

0.42

5

C-50

4Ø12

4.69

6.16

0.76

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