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 | – | – |