Skip to main content

Table 2 Prediction of the lateral strength using the analytical approach.

From: Analytical Study of Force–Displacement Behavior and Ductility of Self-centering Segmental Concrete Columns

Specimen code

Peak Strength (kN)

V EXP /V Analysis

PT force (kN)

T EXP /T Analysis

V EXP

V Analysis

T EXP

T Analysis

C50

3.2

3.2

0.99

85.8

78.2

1.10

C100

4.3

4.6

0.93

123.2

121.9

1.01

CF50

4.3

4.3

1.00

116.9

117.4

1.00

CF100

5.6

5.3

1.05

162.7

164.8

0.99

CR50

2.6

3

0.88

83.0

74.2

1.12

CR100

4

4.1

0.97

113.7

123.7

0.92

CRF50

4.1

3.8

1.09

115.5

117.6

0.98

CRF100

5.1

4.6

1.1

157.75

164.3

0.96