Research Article
Cyclical Behavior of Concrete-Encased Composite Frame Joints with High Strength Concrete
Table 5
Characteristic value at yielding, limiting, and failure condition.
| Number | Cracking | Yielding | Limiting | Failure | u | | (kN) | (kN) | (mm) | (kN) | (mm) | (kN) | (mm) |
| J-1 | 55.0 | 96.0 | 19.7 | 105.0 | 55.3 | 89.3 | 76.4 | 3.87 | 0.23 | J-2 | 60.0 | 95.0 | 16.3 | 105.9 | 45.4 | 90.0 | 60.6 | 3.72 | 0.22 | J-3 | 97.0 | 99.2 | 20.6 | 118.1 | 50.2 | 100.5 | 72.6 | 3.53 | 0.22 | J-4 | 92.0 | 106.5 | 21.7 | 129.5 | 44.1 | 118.6 | 63.5 | 2.92 | 0.20 | J-5 | 60.0 | 94.4 | 18.6 | 113.5 | 45.3 | 96.4 | 73.1 | 3.94 | 0.32 |
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