Study and Numerical Analysis on Seismic Performance of Concrete U-Shaped Shear Wall

Table 1

Specimen design parameters.

Wall limb size (mm)	Web size (mm)	Overhang wing size (mm)	Stirrup	Horizontal tendon	Longitudinal bar	Overhanging wings longitudinal tendons
730 × 1600 × 160	870 × 1600 × 160	220 × 400 × 160	C6@150	C10@200	16C12 22C10 (1.41%)	12C10 (1.51%)

Note. C represents the strength grade of shear wall reinforcement.