Table 1.
Horizontal Shear Strength Properties of the CLT Walls for Monotonic Loads

Specimens Max. load (kN) Max. horizontal displacement at the top (mm) Yield load (kN) Initial stiffness (kN/mm) Failure mode of uplifted connections
Series-Con 39.7 46.2 25.7 1.7 Deformation of bracket and pull-out of screws
Series-GS 40.2 52.2 24.7 1.5 Deformation of bracket and fracture of screws
Series-GT 35.0 28.6 18.6 2.1 Failure of reinforced CLT connection
Series-GTS 38.7 36.8 29.3 1.4 Failure of reinforced CLT connection