Lateral Performance Analysis of Trapezoidal Orthogonal Stiffened Steel Plate Shear Walls

• Published in: Buildings (Basel) 2024-06, Vol.14 (6), p.1634
• Main Authors: Zheng, Hong, Cai, Lele, Qin, Jiawei, Mi, Yuxi, Jiang, Liqiang, Ma, Xiaoming, Sun, Zhiwei
• Format: Article
• Language: English
• Subjects: Deformation; Ductility; Energy consumption; Energy dissipation; Finite element method; finite element model; Load; Mathematical models; Mechanical properties; orthogonal stiffening; Seismic activity; Seismic engineering; seismic performance; Seismic response; Shear strength; Shear walls; Steel; Steel plates; Stiffeners; Thickness; ultimate shear capacity
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings14061634

This paper introduces a trapezoidal orthogonal stiffener steel plate shear wall (TSW). The finite element model of the TSW was developed following the validation of low-cycle repeated tests conducted on a single-span double-layer steel plate shear wall. The paper studies the effects of the flat steel plate thickness, stiffener thickness, stiffener height, and stiffener bottom width on the seismic performance of TSW. Building upon these findings, a theoretical formula for the ultimate shear capacity of TSW was developed. The results prove the following: (1) By changing the flat steel plate thickness, the stiffener thickness, and the stiffener height, the seismic behavior of TSW can be enhanced. It is suggested that the flat steel plate thickness is 4~6 mm, the stiffener thickness is 4~6 mm, and the stiffener height is not more than 60 mm, while the effect of the stiffener bottom width on the seismic behavior of TSW can be neglected. (2) The maximum error is 22.16%, compared to the theoretical value of TSW ultimate shear capacity with the finite element simulation value. However, as the finite element results surpass the test results, it indicates that the formula-derived results are unsafe, necessitating a recommendation for correction.