Research Article
Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams
Table 7
Shear capacity calculated by equation (
3).
| Sample ID | SRC-1 | SRC-2 | SRC-3 |
| Axial compression ratio | 0.1 | 0.4 | 0.7 | Axial compression | 140 | 560 | 980 | Shear capacity of concrete | 188.7 | 188.7 | 188.7 | Shear capacity of stirrups | 71.7 | 71.7 | 71.7 | Shear capacity of structural steel | 130.8 | 130.8 | 130.8 | Influence factor from axial force | 6.4 | 25. 7 | 44.9 | Shear capacity calculated from equation (3) | 397.8 | 410.0 | 436.3 |
|
|