Table 6 Shear design equations performance [17]
From: A review of optimization techniques and algorithms used for FRP applications in civil engineering
Method | Without shear reinforcement (50 beams) | With shear reinforcement (100 beams) | ||||||
|---|---|---|---|---|---|---|---|---|
AAE (%) | V measured / V calculated | AAE (%) | V measured / V calculated | |||||
Average | SD | COV (%) | Average | SD | COV (%) | |||
ACI 440.1 R-03 | 68.35 | 4.02 | 2.11 | 52 | 45.57 | 1.90 | 0.91 | 47 |
ACI 440.1 R-06 | 29.74 | 1.51 | 0.69 | 45 | 31.33 | 1.22 | 0.48 | 39 |
CSA S806-02 | 33.13 | 1.68 | 0.66 | 39 | 17.49 | 1.13 | 0.27 | 24 |
JSCE-97 | 33.16 | 1.69 | 0.71 | 41 | 50.05 | 2.22 | 0.73 | 32 |
ISIS Canada-01 | 34.57 | 1.69 | 0.81 | 48 | 29.52 | 1.06 | 0.33 | 31 |
Proposed equations | 22.42 | 1.35 | 0.45 | 33 | 19.10 | 1.23 | 0.33 | 26 |