Table 5 Details of exterior beam-column connection.
ID | Concrete in joint | Reinforcement pattern | Joint transverse reinforcement | Beam reinforcement (%) | Beam and column transverse reinforcement | Column reinforcement (%) |
|---|---|---|---|---|---|---|
C1 | NC | J1 | Ø10@60 mm | All specimens are reinforced with 4Ф14 at top and 3Ф14 at bottom (ratio = 1.95%) | All specimens are reinforced with Ф10@60 mm | All specimens are reinforced with 8Ф14 (ratio = 1.97%) |
C2 | NC | J2 | 0 | |||
SC2-A | HPFRCC-A | J2 | 0 | |||
SC2-B | HPFRCC-B | J2 | 0 |