Research Article
Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams
Table 9
Comparison between theoretical values and measured values.
| Sample ID | SRC-1 | SRC-2 | SRC-3 |
| Testing result for shear capacity | 419.1 | 436.6 | 448.7 | Calculated shear capacity from equation (3) | 397.8 | 410.0 | 436.3 | Calculated shear capacity from equation (4) | 338.1 | 376.6 | 415.1 | Test result/result from equation (3) | 105.4% | 104.7% | 102.9% | Test result/result from equation (4) | 123.9% | 115.9% | 108.1% |
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