Research Article
Prediction about Effect of Span-to-Depth Ratio on Shear Capacity for FRP Bar Reinforced Concrete Beams without Web Reinforcement
Table 5
Evaluation indicators of the models.
| ā | MEAN | SD | COV(%) |
| CAN/CSA-S806-12 | 1.157 | 0.528 | 45.7 | ACI440.1R-15 | 2.717 | 1.932 | 71.1 | CNR-DT203-2006 | 0.825 | 0.653 | 79.1 | GB50608-2020 | 2.033 | 1.440 | 70.8 | Gao and Zhang | 1.077 | 0.368 | 34.2 | Proposed model | 1.000 | 0.273 | 27.3 |
|
|