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

Table 5

Calculation results for different shear span ratios.

Model no.	Dimension (mm)	Shear span ratio	Quantity of steel tube bundles	Positive peak load (kN)	Negative peak load (kN)
BLC-5-1		1.05		3390	−3406
BLC-5-2		0.99		3765	−3768
BLC-0		0.94		4127	−4118
BLC-5-3		0.89		4551	−4529