Table. 5:
Joint panel shear behaviour: characteristic points.
Backbone Point
τ
j
γ
joint
cracking
Model by Uzumeri [
32
]
0.05%
pre-peak
0.93·τ
j,max
(if J-failure); τ
j,y
(if BJ-failure)
0.42%
peak
Eq. (6)
0.67%
residual
0.42·τ
j,max
3.80%