Table 2 Size parameters of specimens.
From: Seismic performance of monolithic shear walls with disjointed steel bars in the northern Shaanxi
Specimen number | Prefabricated wall size (mm) | Hole size (mm) | Dimension of edge member (mm) | Shear span-to-depth ratio | Axial compression ratio n | Axial pressure(kN) |
|---|---|---|---|---|---|---|
ZPQ-1 | 1800 × 140 × 3020 | No hole | 300 × 140 × 3020 | 1.25 | 0.05 | 240 |
ZPQ-2(BASE) | 3600 × 140 × 3020 | No hole | 0.72 | 0.05 | 420.42 | |
ZPQ-3 | 4800 × 140 × 3020 | No hole | 0.56 | 0.05 | 540.54 | |
ZPQ-4 | 3600 × 140 × 3020 | 1800 × 2400 | 0.72 | 0.05 | 420.42 | |
ZPQ-5 | 1800 × 120 × 3020 | No hole | 300 × 120 × 3020 | 1.25 | 0.05 | 206 |
