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Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 2 Performance parameters of the angle brackets under monotonic shear loading

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

ID

T (kN)

Fv,max (kN)

T/Fv,max

Fv,y (kN)

Vy (mm)

kel (kN/mm)

Average kel (kN/mm)

T0M1

0

69.15

0

52.25

20.05

2.629

2.750

T10M1

10

62.05

0.161

32.30

12.02

2.710

T20M1

20

57.43

0.348

27.17

10.49

2.612

T30M1

30

48.37

0.620

29.34

10.61

2.789

ST30M1

30

59.59

0.503

31.84

10.67

3.010

  1. Fv,y represents the yielding shear force
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