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Official Journal of the Japan Wood Research Society

Table 3 Shear resisting capacity of the tested angle brackets

From: An experimental and numerical study on the coupling effect of CLT wall-to-floor angle bracket connections

Group

Tension T (kN)

ID

Fv,max (kN)

T/Fv,max

Final cycle

Average Fv,max

Normal

0

T0C1

67.83

0

1st cyclic of the amplitude of 4Vy

72.75 kN (COV = 6.3%)

T0C2

73.53

0

1st cyclic of the amplitude of 4Vy

T0C3

76.89

0

1st cyclic of the amplitude of 4Vy

10

T10C1

56.02

0.178

2nd cyclic of the amplitude of 4Vy

57.44 kN (COV = 2.8%)

T10C2

57.13

0.175

2nd cyclic of the amplitude of 4Vy

T10C3

59.18

0.169

2nd cyclic of the amplitude of 4Vy

20

T20C1

47.27

0.423

3rd cyclic of the amplitude of 2Vy

48.54 kN (COV = 3.3%)

T20C2

47.98

0.417

1st cyclic of the amplitude of 4Vy

T20C3

50.37

0.397

1st cyclic of the amplitude of 4Vy

30

T30C1

47.81

0.627

2nd cyclic of the amplitude of 2Vy

48.53 kN (COV = 1.6%)

T30C2

48.42

0.620

3rd cyclic of the amplitude of 2Vy

T30C3

49.37

0.608

1st cyclic of the amplitude of 4Vy

Strengthening

30

ST30C1

47.07

0.637

1st cyclic of the amplitude of 4Vy

51.65 kN (COV = 7.7%)

ST30C2

53.43

0.561

1st cyclic of the amplitude of 4Vy

ST30C3

54.44

0.551

1st cyclic of the amplitude of 4Vy