Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls

Table 4

Parameters of finite element models.

Parameter	Values
Shear span ratio	2.5, 3.0, 3.5
Concrete cylinder compressive strength (MPa)	32.4, 38.5, 44.5, 50.2
Axial load ratio	0.2, 0.3, 0.4
Transverse reinforcement ratio (%)	0.3, 0.4, 0.6, 0.8, 0.95
Steel plate ratio	0.01, 0.03, 0.05, 0.07