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Table 7 Layout of finite element models.

From: Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs

Group M-21 M-30 M-36 M-50 M-65
f’c 21 30 36 50 65
ALR
 0.00 M-21-00 M-30-00 M-36-00 M-50-00 M-65-00
 0.10 M-30-10 M-36-10 M-50-10 M-65-10
 0.20 M-21-19 M-30-20 M-36-20 M-50-20 M-65-20
 0.30 M-30-30 M-36-30 M-50-30 M-65-30
 0.40 M-30-40 M-36-40 M-50-40 M-65-40
 0.50 M-30-50 M-36-50 M-50-50 M-65-50
 0.60 M-21-57 M-30-60 M-36-60 M-50-60 M-65-60
 0.70 M-30-70 M-36-70 M-50-70 M-65-70
 0.80 M-21-80 M-30-80 M-36-80 M-50-80 M-65-80
 0.90 M-30-90 M-36-90 M-50-90 M-65-90
 1.00 M-30-100 M-36-100 M-50-100
 1.05 M-65-AC
 1.08 M-50-AC
 1.10 M-21-AC M-30-AC M-36-110
 1.13 M-36-AC
  1. Axial load ratio (ALR) \( = \frac{N}{{A_{g} f^{\prime}_{c} }};\,f^{\prime}_{c} = \) concrete compressive strength (MPa).