Lateral Resistant Behavior of Grid-Reinforced Steel Corrugated Shear Walls

• Published in: Journal of structural engineering (New York, N.Y.) Vol. 150; no. 6
• Main Authors: Dou, Chao, Ru, Yi, Jiang, Zi-Qin, Wang, Yan
• Format: Journal Article
• Language: English
• Published: New York American Society of Civil Engineers 01-06-2024
• Subjects: Bending moments; Force distribution; Lateral loads; Numerical analysis; Redevelopment; Shear forces; Shear walls; Steel structures; Stiffness; Structural engineering; Technical Papers
• ISSN: 0733-9445; 1943-541X
• DOI: 10.1061/JSENDH.STENG-12285

AbstractThis paper investigated the lateral resistant behavior of grid-reinforced steel corrugated shear walls (GR-SCSWs), which are applied to shear walls with large width-to-height ratio. By revealing the resistant mechanism, the stiffness requirement of the subgrid, the wall–frame interaction, and the overall lateral resistance were studied. First, compared with ordinary steel corrugated shear walls, the lateral resistant behavior of GR-SCSWs and the bending moment of the boundary column were analyzed. Second, the threshold stiffness ratio was defined for the subgrid, and design suggestions were proposed to ensure that the infill panel has high and stable in-plane lateral resistance. Finally, the yielding development and shear force distribution in GR-SCSWs were explored, and an improved plate–frame interaction (PFI) model and formulas predicting the lateral resistance curve of GR-SCSWs were established by numerical analysis and theoretical derivations. It was found that, due to the full out-of-plane restraining effect of the subgrid, the GR-SCSW with optimized subpanels can achieve an in-plane shear yielding mechanism. GR-SCSWs can resist lateral loading with an appropriate yield sequence from the infill panel to the subgrid and then to the boundary frame. The modified PFI model proposed fully considered the interaction between the infill grid-reinforced panel and the boundary frame, while the theoretical formulas agreed with the FEA results and can be used to predict the lateral resistant curve and shear force distribution of GR-SCSWs.