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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