Research Article
Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams
| | Sample ID | Cracking load | Yielding load (kN) | Ultimate loading (kN) |
| | SRC-1 | 21 kN in first cycle (positive displacement) | 34.74/−34.76 | 48.98/−50.31 | | SRC-2 | 21 kN in first cycle (negative displacement) | 41.72/−41.77 | 48.87/−54.59 | | SRC-3 | 28 kN in first cycle (positive displacement) | 41.75/−41.80 | 50.21/−56.09 | | SRC-4 | 28 kN in first cycle (positive displacement) | 41.32/−41.46 | 41.32/−41.46 |
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