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Table 6 Lateral strength and displacement ductility coefficient of specimens in group I.

From: Experimental Evaluation of Effect Factors on Seismic Performance of Concrete Columns Reinforced with HTRB630 High-Strength Steel Bars

Specimen

n

As

Asv

Py (kN)

Δy (mm)

Pmax (kN)

Δmax (mm)

Pu (kN)

Δu (mm)

μ

H45-1

0.10

4C18

C8@100(2)

56.10

7.42

65.14

12.69

55.37

37.48

5.13

H45-2

0.25

4C18

C8@100(2)

76.96

7.85

89.75

14.77

76.29

26.92

3.44

T45-3

0.10

4D14

D8@150(2)

49.87

9.05

59.00

18.10

50.15

47.57

5.26

T45-4

0.25

4D14

D8@150(2)

75.06

8.24

87.36

20.68

74.26

33.68

4.09