Research Article
Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections
Table 8
Bending bearing capacity of each specimen.
| Specimen no. loading direction | (kN·m) | (kN·m) | (kN·m) |
| XJJD | (+) | 533.37 | 612.34 | 612.34 | (−) | 522.61 | 663.97 | 663.97 |
| SSJD | (+) | 533.37 | 677.13 | 587.19 | (−) | 522.61 | 776.63 | 673.47 |
| SUJD | (+) | 533.37 | 720.58 | 624.87 | (−) | 522.61 | 785.73 | 681.36 |
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