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

Table 1

Calculation results for different axial compression ratios.

Model no.	Axial load ratio	Axial load (kN)	Positive peak load (kN)	Negative peak load (kN)
BLC-1-1	0.1	1417.515	4412.3	−4413.63
BLC-1-2	0.3	4252.546	4475.33	−4450.05
BLC-1-3	0.5	7087.576	4342.4	−4322.61
BLC-0	0.6	8505.092	4127	−4118
BLC-1-4	0.7	9922.607	3909.47	−3912.71