Research Article
Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections
| | Specimen no. | Column section size (mm) | Reinforcement in column | Column height H (mm) | Beam section size (mm) | Reinforcement in beam | Configuration of the beam-column connection |
| | XJJD | 700 × 700 | Longitudinal bar 422 + 1220
Stirrup: 510@100 | 2440 | 300 × 700 | Longitudinal bar top: 325 + 220
Bottom: 425 stirrup: 310@100 | — | | SSJD | 610 × 10 | — | 2440 | 300 × 700 | Vertical steel plate and studs | | SUJD | 610 × 10 | — | 2440 | 300 × 700 | U-shaped steel plate and studs |
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