Abstract
In this paper, a cross-slanted corrugated steel plate shear wall is proposed, and its lateral-force resistance performance is analyzed by finite element method. The results show that the cross-slanted corrugated steel plate shear wall (CCSPW) can effectively suppress the out-of-plane buckling of the infilled steel plate. Therefore, the CCSPW has larger initial stiffness and excellent ductility. In addition, the ultimate bearing capacity of the designed cross-slanted corrugated steel plate shear wall is 2.26 times that of the flat steel plate shear wall (FSPW), and is 2.09 times that of the single oblique corrugated steel plate shear wall (SCSPW).
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