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Table 3 Strength and deformation extent at critical conditions.

From: Seismic Performance of Precast Concrete Columns with Improved U-type Reinforcement Ferrule Connections

No.

Loading direction

Cracking state

Yield state

Ultimate state

Failure state

μ

F/kN

∆/mm

F/kN

∆/mm

F/kN

∆/mm

F/kN

∆/mm

BASE

+

45.6

44.7

3.82

3.73

65.0

− 63.8

8.36

− 8.20

93.6

− 83.1

24.81

− 23.82

83.6

− 71.0

31.62

− 30.91

3.78

3.76

ZP1

+

39.8

39.3

3.43

3.26

70.3

− 65.7

8.20

− 7.68

102.3

− 93.0

16.22

− 15.21

77.1

− 83.0

32.81

− 29.81

3.96

3.41

ZP2

+

41.3

40.6

3.03

2.97

70.3

− 66.1

7.82

− 7.56

118.3

− 109.1

23.91

− 23.04

97.8

− 84.3

32.82

− 31.63

4.37

4.41

ZP3

+

40.3

40.1

3.06

2.86

72.3

− 69.2

8.36

− 8.03

110.5

− 101.1

18.22

− 15.51

83.7

− 75.6

32.80

− 30.73

3.92

3.82

ZP4

+

39.2

38.9

3.68

3.43

70.6

− 68.9

11.2

− 9.39

105.6

− 96.5

23.13

− 19.81

81.8

− 80.2

49.90

− 42.52

4.46

4.53

ZP5

+

41.5

40.9

3.07

2.92

75.8

− 73.6

7.58

− 8.05

126.3

− 109.1

23.91

− 23.02

111.3

− 101.5

32.81

− 31.63

4.98

3.93

ZP6

+

42.3

41.7

3.26

3.06

78.6

− 76.6

7.92

7.62

136.5

− 106.5

15.90

15.31

104.6

88.8

31.70

30.91

4.00

4.06