Research Article
Shear Resistance Capacity of Interface of Plate-Studs Connection between CFST Column and RC Beam
Table 1
Specimen parameters.
| | Configuration of the interface | Specimen
group | Number of specimens | Dimensions of the vertical steel plate Length × height × thickness
(mm) | Arrangement of the interface studs |
| | Only vertical steel plate | P1 | 3 | 225 × 200 × 6 | No studs | | P2 | 3 | 225 × 200 × 10 | No studs | | P3 | 3 | 225 × 200 × 14 | No studs |
| | Plate-studs | PS1 | 3 | 225 × 200 × 6 | 3 × 2 | | PS2 | 3 | 225 × 200 × 10 | 3 × 2 | | PS3 | 3 | 225 × 200 × 14 | 3 × 2 |
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