Table 3 Summary of loading on specimens.
From: Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs
Specimen ID | Magnitude of axial load (kN) | Axial load ratio (ALR), \( \frac{N}{{A_{g} f^{\prime}_{c} }} \) | Test method |
|---|---|---|---|
SP-1 | 0 | 0.00 | Monotonic |
SP-2 | 200 | 0.19 | Monotonic |
SP-3 | 600 | 0.57 | Monotonic |
SP-4 | 200 | 0.19 | Reverse cyclic |
SP-5 | 600 | 0.57 | Reverse cyclic |
SP-6 | 1050 | 0.70 | Monotonic |
SP-7 | 1050 | 0.70 | Reverse cyclic |