Research Article
Shear Bearing Capacity of Framework Joints of Steel-Reinforced Concrete-Filled Circular Steel Tube
Table 1
Size and structure of specimens.
| Specimen no. | Column | Beam | B × h (mm) | Longitudinal reinforcement | Steel reinforced D × t (mm) | Hooping | b × h (mm) | Longitudinal reinforcement | Hooping | Hooping in joint core area |
| A-1 | 300 × 300 | 16B12 | 200 × 7 | A6@50 | 280 × 300 | 10B22 | A8@200 | A6@50 | A-2 | 300 × 300 | 16B12 | 200 × 7 | A6@50 | 280 × 300 | 10B22 | A8@200 | A8@50 | B-1 | 300 × 300 | 16B12 | 200 × 7 | A6@50 | 280 × 300 | 10B22 | A8@200 | A6@50 | B-2 | 300 × 300 | 16B12 | 200 × 7 | A6@50 | 280 × 300 | 10B22 | A8@200 | A8@50 | C-1 | 300 × 300 | 16B12 | 200 × 7 | A6@50 | 280 × 300 | 10B22 | A8@200 | A6@50 | C-2 | 300 × 300 | 16B12 | 200 × 7 | A6@50 | 280 × 300 | 10B22 | A8@200 | A8@50 |
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