Official Journal of the Japan Wood Research Society
From: Lateral resistance of mass timber shear wall connected by withdrawal-type connectors
No. | Tested data (kN) | Single-wall model | Coupled-panel model | Single–coupled-panel model | |||
---|---|---|---|---|---|---|---|
Predicted valuea (kN) | Accuracyb (%) | Predicted valuec (kN) | Accuracy (%) | Predicted valued (kN) | Accuracy (%) | ||
Se_F2f_0kNg | 14.0 | 15.3 | 9.3 | – | – | – | – |
S_F2_24kN | 23.2 | 20.6 | 11.1 | – | – | – | – |
S_F2_120kN | 44.8 | 42.0 | 6.3 | – | – | – | – |
S_F4_24kN | 41.7 | 36.4 | 12.8 | – | – | – | – |
W2_F2_24kN | 25.7 | 20.6 | 19.7 | 17.8 | 30.7 | 21.1 | 18.0 |
W2_F4_24kN | 37.7 | 36.4 | 3.5 | 17.8 | 52.7 | 36.8 | 2.4 |
W4_F4_24kN | 35.3 | 36.4 | 3.0 | 33.0 | 6.6 | 36.8 | 4.2 |