Research Article
Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams
Table 11
Beam end loads and shear from FEM.
| | Sample ID | Cracking load (kN) | Yielding load (kN) | Ultimate load (kN) | Shear at cracking (kN) | Shear at yielding (kN) | Ultimate shear (kN) |
| | SRC-5 | 14.5 | 27.8 | 53.1 | 108.6 | 207.6 | 396.1 | | SRC-6 | 16.1 | 29.5 | 54.6 | 120.5 | 220.0 | 407.6 | | SRC-7 | 17.2 | 31.2 | 54.7 | 128.4 | 233.1 | 408.5 | | SRC-8 | 12.5 | 26.9 | 52.1 | 93.3 | 199.5 | 389.1 | | SRC-9 | 13.8 | 27.7 | 52.7 | 103.3 | 206.7 | 393.4 | | SRC-10 | 14.6 | 27.8 | 53.1 | 108.6 | 207.6 | 396.1 | | SRC-11 | 14.3 | 27.7 | 52.7 | 106.9 | 206.9 | 393.3 | | SRC-12 | 14.6 | 27.8 | 53.1 | 108.6 | 207.6 | 396.1 | | SRC-13 | 14.8 | 28.9 | 53.3 | 110.1 | 215.7 | 397.8 | | SRC-14 | 12.3 | 21.7 | 49.3 | 91.5 | 162.0 | 367.8 | | SRC-15 | 13.4 | 25.5 | 51.6 | 99.7 | 190.4 | 385.4 | | SRC-16 | 14.6 | 27.8 | 53.1 | 108.6 | 207.6 | 396.1 |
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