Shear Strength Prediction for SFRC Shear Wall with CFST Columns by Softened Strut and Tie Model

<div>Failure pattern and crack distribution of shear wall specimens. (a) Failure pattern at peak state. (b) Failure pattern at ultimate state. (c) Schematic view of crack distribution.</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Shear Strength Prediction for SFRC Shear Wall with CFST Columns by Softened Strut and Tie Model 