Official Journal of the Japan Wood Research Society
Table 1 Results of the unit connection test
From: Shear behavior of cross-laminated timber wall consisting of small panels
Type of stress | Type of connection | Related modea | Peak load (N) | Displacement at the peak load (mm) |
|---|---|---|---|---|
Shear | VE connection | Mode B-2 | 5382 | 17.4 |
HE connection | Mode C | 6121 | 11.4 | |
Uplift | VE connection | Mode B-1 | 4539 | 32.6 |
Bracket | Mode A | 58883 | 19.2 |