Shear Elastic Buckling and Resistant Behavior of Single-Side-Stiffened Steel Corrugated Shear Walls

• Published in: Buildings (Basel) Vol. 14; no. 12; p. 3925
• Main Authors: Zhang, Rui-Ze, Wu, Ruo-Min, Wang, Ling-Qi, Fu, Peng-Peng, Tong, Jing-Zhong
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.12.2024
• Subjects: Aspect ratio; Buckling; Comparative analysis; Construction; Curve fitting; Elastic analysis; Elastic buckling; elastic buckling performance; Elastoplasticity; Equivalence; equivalent flexural stiffness; Lateral forces; Load; Load resistance; Mathematical models; Numerical analysis; Seismic engineering; Shear strength; Shear walls; shear-resistant behavior; single-side stiffening system; Steel; steel corrugated shear walls; Steel structures; Stiffeners; Stiffness coefficients; Structural members; Theoretical analysis; Wall thickness

Stiffened steel corrugated shear walls (SSCSWs) have achieved extensive applications in building structures and serve as efficient lateral force-resisting members. Single-side-stiffened steel corrugated shear walls (SS-SCSWs) are more flexible in terms of their structural configuration compared to c...