Research Article
Mathematical Model for Analysis of Uniaxial and Biaxial Reinforced Concrete Columns
Table 7
Validation of experimental data [
22].
| | Experimental investigator | Column identifier with size (in x in) (mm x mm) | | (in) (mm) | Failure condition | Experimental results | Mathematical model | | | Pc (kips) (kN) | Pc (kips) (kN) |
| | Bresler (uniaxial column) | B-1 (6 × 8) (152 × 203) | 0.65 | 4.67 (118.5) | (tension) | 24 (107) | 29 (132) | 0.83 | | Bresler (uniaxial column) | B-2 (6 × 8) (152 × 203) | 0.65 | 4.6 (117) | (compression) | 60 (267) | 59 (263) | 1.01 | | Anderson and Lee (biaxial column) | SC-4 (4 × 4) (102 × 102) | 0.65 | 2.7 (69) | (tension) | 13.5 (60) | 11 (49) | 1.22 |
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