Table 5 Description of specimen variables.
From: Numerical Assessment of Reinforcing Details in Beam-Column Joints on Blast Resistance
Specimen | Description |
|---|---|
Specimen BC | Beam-column connection designed according to ACI318 and ACI352R |
Specimen BC-F | Additional four No. 11 flexural reinforcement based on Specimen BC |
Specimen BC-D | Additional four No. 11 diagonal reinforcement based on Specimen BC |
Specimen BC-F-S | Additional No. 4 shear reinforcement @300Â mm based on Specimen BC-F |
Specimen BC-A | Reinforced with all type of bars including diagonal, flexural and shear reinforcement |