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Table 8 Peak load and ductility factor in negative and positive directions.

From: Seismic Behavior of High-Performance Fiber-Reinforced Cement Composites Beam-Column Connection with High Damage Tolerance

Specimen

Peak load (kN)

Average peak load (kN)

Displacement at yield point (mm)

Displacement at 20% drop of peak load (mm)

Ductility factor

Push

(+)

Pull

(−)

Push

(+)

Pull

(−)

Push (+)

Pull

(−)

Push (+)

Pull

(−)

C1

39.18

51.58

45.34

16.59

20.45

75

84

4.52

4.1

C2

38.59

38.74

38.66

15.75

18.94

58.68

66.64

3.72

3.51

SC2-A

43.65

47.82

46.49

18.2

22.33

80

105

4.39

4.7

SC2-B

46.2

47.82

47.02

16.96

21.2

68.75

100

4.05

4.7