Simplified Data-Driven Model for the Moment Curvature of T-Shaped RC Shear Walls

Table 1

Summary of the parameters examined.

Parameter	Value
Axial load ratio, n	0, 0.05, 0.1, 0.15, 0.2, 0.25, 0.3
Boundary longitudinal reinforcement ratio, ρ (%)	0.41, 0.73, 1.13, 1.63, 2.22
Web distributed vertical reinforcement ratio, ρw (%)	0.25, 0.57, 1.01, 1.57
Transverse reinforcement ratio, ρv (%)	0.87, 1.04, 1.30, 1.73, 2.60
Concrete strength, (MPa)	29.91, 34.88, 39.87, 44.40
Flange width to web height ratio, bf/lw	0.5, 0.7, 0.9, 1.1, 1.3
Web height to thickness ratio, lw/t	7.14, 8.33, 10, 12.5, 16.7