Table 4 Results summary of test specimens.
From: Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs
Specimen ID | Load | σN (f’c %) | ICL (kN) | JCL (kN) | P (kN) | T (kN) | Vu(col) (kN) | Vj(Joint) (kN) | vj(Joint) (MPa) |
|---|---|---|---|---|---|---|---|---|---|
SP-1 | M | 0.00 | 16 | 16 | 37 | 166 | 28 | 137 | 2.74 |
SP-2 | M | 0.19 | 29 | 29 | 51 | 212 | 37 | 174 | 3.50 |
SP-3 | M | 0.57 | 38 | 38 | 57 | 254 | 43 | 211 | 4.23 |
SP-6 | M | 0.70 | 45 | 45 | 66 | 310 | 49 | 260 | 5.20 |
SP-4 | RC | 0.19 | 20 | 21 | 41/43 | 182/187 | 31/32 | 152/155 | 2.98/3.09 |
SP-5 | RC | 0.57 | 27 | 36 | 47/50 | 207/210 | 35/37 | 171/172 | 3.43/3.50 |
SP-7 | RC | 0.70 | 51 | 51 | 59/54 | 273/255 | 44/40 | 228/215 | 4.58/4.30 |