Official Journal of the Japan Wood Research Society
Table 2 Contributions of deformation components for the three single-panel CLT shear walls
Wall number | Gravity | Connections | Data resource | Rocking | Sliding | Shear and bending | Main deformation mode |
|---|---|---|---|---|---|---|---|
1 | 18.5 kN/m | 2 angle brackets; 2 hold downs | Test | 24.3% | 73.0% | 2.7% | Sliding |
Model | 4.0Â mm | 13.9Â mm | 1.6Â mm | Sliding | |||
20.4% | 71.4% | 8.3% | |||||
2 | 18.5 kN/m | 4 angle brackets; 2 hold downs | Test | 42.1% | 55.9% | 2.0% | Sliding-rocking |
Model | 9.0Â mm | 13.3Â mm | 1.7Â mm | Sliding-rocking | |||
37.3% | 55.5% | 7.2% | |||||
3 | 9.25 kN/m | 4 angle brackets; 2 hold downs | Test | 56.8% | 41.2% | 2.0% | Rocking-sliding |
Model | 10.0Â mm | 7.6Â mm | 1.7Â mm | Rocking-sliding | |||
52.1% | 39.3% | 8.6% |