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Table 5 Simulation and experimental results of specimens.

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

Specimen

Simulation results

Experimental results

Number

Name

Py,c (kN)

Δy,c (mm)

Py (kN)

Δy (mm)

1

T45-1

61.01

13.42

61.94

23.22

2

T60-1

73.42

6.71

85.10

5.86

3

T45-2

71.59

7.65

75.42

7.00

4

H45-1

57.06

8.06

56.10

7.42

5

H45-2

74.84

7.24

76.96

7.85

6

H60-1

85.03

6.61

92.60

6.29

7

T45-3

51.77

9.32

49.87

9.05

8

T45-4

73.17

8.45

75.06

8.24

9

T60-2

83.03

7.56

86.34

6.95

10

T45-5

65.80

9.98

67.19

8.39

11

T60-3

73.38

10.65

79.81

9.42

12

T60-4

80.87

6.99

78.40

6.22

13

T60-5

73.45

7.69

80.50

6.94