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 10
Ductility coefficients of the specimens.
| Specimen no. | Position | Ductility coefficient | Average value | (+) | (−) |
| XJJD | North beam | 6.38 | 5.36 | 5.27 | South beam | 5.26 | 4.09 |
| SSJD | North beam | 5.80 | 5.46 | 5.80 | South beam | 5.40 | 6.53 |
| SUJD | North beam | 6.00 | 6.18 | 6.11 | South beam | 5.81 | 6.43 |
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