Open access
Oct 2026
Restoring Force Model for Cross-Slanted Corrugated Steel Plate Shear Walls
To establish the restoring force model of the cross-slanted self-buckling-restrained corrugated steel plate shear wall (hereafter abbreviated as CCSPW), finite element parametric analysis was conducted on the hysteretic behavior of the CCSPW by considering four key influencing factors: the axial compression ratio, aspe...
Tao-Chun Yang, Hao-Fan Liu, Xiu-Yong Liu et al.
· Applied Sciences · 0 citations