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.

	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