Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall

Table 4

Calculation results for different concrete strengths.

Model no.	Concrete strength	Axial compression standard value (MPa)	Positive peak load (kN)	Negative peak load (kN)
BLC-4-1	C30	20.10	3992	−3992
BLC-0	C40	26.80	4127	−4118
BLC-4-2	C50	32.40	4187.01	−4170
BLC-4-3	C60	38.50	4268	−4275