From: Experimental Study and Numerical Simulation of Precast Shear Wall with Rabbet-Unbonded Horizontal Connection
Specimens
Axial compression ratio
Unbonded level
Unbonded length/mm
S2-1
0
S2-2
0.18
S2-3
0.36
S2-4
0.2
0.55
300
S2-5
0.73
S2-6
1.00