shear span-to-depth ratio
Shear strengthening of concrete members with TRM jackets: Effect of shear span to depth ratio, material and amount of external reinforcement
18
Shear Crack Control for High Strength Reinforced Concrete Beams Considering the Effect of Shear-Span to Depth Ratio of Member
18
The effect of shear span-to-depth ratio on the failure mode and strength of pultruded GFRP beams
6
An Experimental Study on Shear Strengthening of RC Lightweight Deep Beams Using CFRP
11
Review on Shear Strengthening of Rc Deep Beams with Openings
5
Behaviour of reinforcement concrete sand wich beams
9
Shear Behaviour of High Strength Fibre Reinforced Concrete Beams Subjected to Axial Compression Forces
8
Experimental Investigation on the Flexural Behavior of the Steel Concrete Composite Beams
9
Effect of beam orientation on the static behaviour of phenolic core sandwich composites with different shear span-to-depth ratios
35
Interpretation of Modified Shear Failure in RC Beams
6
Comparison of experimental strength of R. C. Deep beams Design by Various Country Codes with Respect to Deep Beam with different Percentage of Web Steel
5
Shear Behavior and Performance of Deep Beams Made with Self-Compacting Concrete
14
Shear strength assessment of self compacting concrete beams using lasso regression technique
10
Comprehensive Study on the effect of Discrete Steel Fibre in Short Beams
10
Aggregate index: A measure for calibrating shear strength models for direct application to self consolidating concrete beams
11
Behaviour of hollow pultruded GFRP square beams with different shear span-to-depth ratios
32
An Artificial Neural Network Model for Estimating the Shear Contribution of RC Beams Strengthened by Externally Bonded FRP
16
Experimental Investigation on Shear Resistance Behaviour of RC Precracked and Non-Precracked T-Beams using Discrete CFRP Strips
16
Bending Analysis of Rectangular Thick Plate Using Polynomial Shear Deformation Theory
10
Shear strengthening of pre cracked and non precracked reinforced concrete continuous beams using bidirectional CFRP strips
57