Official Journal of the Japan Wood Research Society
Table 1 “Pseudo-nail” model parameters in three-story building
From: Seismic performance of post and beam timber buildings I: model development and verification
Model Parameters | 0.91 m X-brace + OSB + GWB | 0.91 m X-brace + GWB | 0.91 m Doubl. GWB | 1.82 m Doubl. GWB | 0.91 m OSB + GWB | 1.82 m OSB + GWB |
|---|---|---|---|---|---|---|
Embedment | ||||||
Q 0 (kN/mm) | 2.38 | 1.06 | 0.25 | 0.5 | 1.2 | 2.4 |
Q 1 (kN/mm2) | 0.025 | 0.02 | 0.002 | 0.006 | 0.006 | 0.01 |
Q 2 | 1.18 | 1.18 | 1.6 | 1.6 | 1.3 | 1.3 |
K (kN/mm2) | 0.28 | 0.2 | 0.05 | 0.1 | 0.2 | 0.3 |
D max (mm) | 75 | 65 | 70 | 70 | 75 | 75 |
Nail (mm) | ||||||
L | 300 | 275 | 225 | 250 | 275 | 300 |
D | 6.0 | 5.5 | 4.5 | 5.0 | 5.5 | 6.0 |