Sentence examples for reinforcements the average from inspiring English sources

Based on a sectional analysis, both AFGC/SETRA and JSCE recommendations were appropriate for predicting the moment curvature response of UHPFRC beams with GFRP rebars and hybrid reinforcements: the average ratios of the maximum moments obtained from experiments and numerical analyses were found to be 1.12 and 0.94, respectively.

A more direct measure of efficiency is rate of reinforcement – the average number of reinforcers obtained on a minute of experimental session while the lever was extended.

Naturally emerging are the notion of secondary (conditioned) reinforcement predicting the average reward associated with a stimulus, and the notion of actor critic architecture involving concurrent learning of both action probability and reward prediction.

Studies (ACI-ASCE Committee 445 2009) have shown that there is a significant size effect or depth of member effect on the shear strength of members without transverse reinforcement where the average shear stress to cause failure decreases with the increase of the effective depth.

The deformation analysis is based on measurements of the average reinforcement and concrete surface strains.

The average longitudinal reinforcement steel stress of the HSCC was virtually identical with the HCC.

The average longitudinal reinforcement steel stress of the NSCC was approximately 15%% higher than the NCC.

The following findings and conclusions are presented for the splice tests: The average longitudinal reinforcement steel stress of the NSCC was approximately 15%% higher than the NCC.

For the top bars, the average longitudinal reinforcement stress for the HSCC beams increased by 7%% compared with the HCC beams when normalized with both the square and fourth root of the concrete compressive strength.

Initial values were set to be shorter than the average post-reinforcement pause (PRP) time (time to first response in each ratio) to ensure mice made contact with the wait component contingencies.

tau_{c,max} = tau_{s,max} left( {1.306e^{ - 0.0948Delta w} } right) (4 where τ c,max is the shear stress of the reinforcement with corrosion (N/mm2), τ s,max is the bond stress of the reinforcement without corrosion (N/mm2), and ΔW is the average corrosion weight loss of the reinforcement, (ΔW ≥ 2.04%%).