Research Article
Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams
Table 8
Shear capacity calculated by equation (
4).
| 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 | 122.7 | 122.7 | 122.7 | 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 | 12.8 | 51.3 | 89.8 | Shear capacity calculated from equation (4) | 338.1 | 376.6 | 415.1 |
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