Official Journal of the Japan Wood Research Society
From: Lateral resistance of mass timber shear wall connected by withdrawal-type connectors
No. | Test ID | Strength | Stiffness | Ductility | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
vpeaka | Pyieldb | Ppeakc | Pud | Kee | G′ at 0.4 Ppeakf | G′ at Ppeakg | Deh | Dyieldi | Dpeakj | Duk | Al | Dm | ||
(kN/m) | (kN) | (kN) | (kN) | (kN/m) | (kN/m) | (kN/m) | (mm) | (mm) | (mm) | (mm) | (kNÂ mm) | |||
1 | Sn_F2o_0kNp | 11.7 | 12.0 | 14.0 | 12.0 | 972.4 | 2187.9 | 1271.8 | 5.8 | 12.3 | 24.8 | 30.8 | 295.9 | 2.5 |
2 | S_F2_24kN | 19.3 | 19.7 | 23.2 | 18.8 | 1956.0 | 4401.0 | 1737.9 | 4.7 | 10.1 | 30.0 | 51.6 | 917.5 | 5.1 |
3 | S_F2_120kN | 37.3 | 38.3 | 44.8 | 38.0 | 6755.3 | 15,199.5 | 2802.8 | 2.7 | 5.7 | 35.9 | 54.0 | 1961.3 | 9.5 |
4 | S_F4_24kN | 34.8 | 34.5 | 41.7 | 33.4 | 1883.8 | 4238.6 | 2217.2 | 8.9 | 18.3 | 42.3 | 57.7 | 1672.5 | 3.2 |
5 | W2_F2_24kN | 21.4 | 21.3 | 25.7 | 20.5 | 2081.4 | 4683.0 | 1660.7 | 4.9 | 10.2 | 34.8 | 49.4 | 942.9 | 4.8 |
6 | W2_F4_24kN | 31.4 | 33.3 | 37.7 | 30.2 | 1532.2 | 3447.5 | 1587.6 | 9.8 | 21.7 | 53.4 | 57.5 | 1552.3 | 2.6 |
7 | W4_F4_24kN | 29.4 | 31.5 | 35.3 | 28.2 | 1031.8 | 2321.6 | 1782.7 | 13.7 | 30.5 | 44.6 | 60.4 | 1421.3 | 2.0 |