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.ColumnBeam
B × h (mm)Longitudinal reinforcementSteel reinforced D × t (mm)Hoopingb × h (mm)Longitudinal reinforcementHoopingHooping in joint core area

A-1300 × 30016B12200 × 7A6@50280 × 30010B22A8@200A6@50
A-2300 × 30016B12200 × 7A6@50280 × 30010B22A8@200A8@50
B-1300 × 30016B12200 × 7A6@50280 × 30010B22A8@200A6@50
B-2300 × 30016B12200 × 7A6@50280 × 30010B22A8@200A8@50
C-1300 × 30016B12200 × 7A6@50280 × 30010B22A8@200A6@50
C-2300 × 30016B12200 × 7A6@50280 × 30010B22A8@200A8@50