Restoring Force Model of Perforated Double Steel Plate Shear Walls with Tubular Stiffeners

LI Chengyu; XIANG Taihao; WU Dongping; CHEN Yanzhou

doi:10.3724/j.gyjzG25020804

Volume 56 Issue 8

Aug. 2026

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LI Chengyu, XIANG Taihao, WU Dongping, CHEN Yanzhou. Restoring Force Model of Perforated Double Steel Plate Shear Walls with Tubular Stiffeners[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(8): 82-96. doi: 10.3724/j.gyjzG25020804

Citation:

LI Chengyu, XIANG Taihao, WU Dongping, CHEN Yanzhou. Restoring Force Model of Perforated Double Steel Plate Shear Walls with Tubular Stiffeners[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(8): 82-96. doi: 10.3724/j.gyjzG25020804

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Restoring Force Model of Perforated Double Steel Plate Shear Walls with Tubular Stiffeners

doi: 10.3724/j.gyjzG25020804

1. School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China;
2. Hubei Provincial Engineering Research Center of Urban Regeneration, Wuhan University of Science and Technology, Wuhan 430065, China;
3. Central- South Architectural Design Institute Co., Ltd., Wuhan 430071, China

Received Date: 2025-02-08
Available Online: 2026-11-06

Abstract

Abstract

Regarding the prevalent issues in conventional steel plate shear wall systems， such as their susceptibility to buckling deformation and the conspicuous pinching effect observed in hysteresis curves， a novel double steel plate shear wall connected by short steel tubes between two uniformly perforated steel plates was proposed. To investigate the hysteretic performance of the shear wall and establish a restoring force model， a scaled shear wall specimen was designed and subjected to quasi-static tests. Experimental results revealed that the shear wall ultimately exhibited a chessboard-pattern local buckling failure mode with full hysteresis curves. Finite element models were established using ABAQUS software. After the model's accuracy was successfully validated， parametric analysis was subsequently performed， obtaining hysteresis curves and out-of-plane deformation characteristics. The effects of tubular stiffener thickness， wall plate thickness， spacing between tubular stiffeners， length of tubular stiffeners， and height-to-width ratio on the mechanical properties of the shear wall were investigated. Results demonstrated that the wall bearing capacity showed linear relationships with tubular stiffener thickness， wall plate thickness， and height-to-width ratio. The buckling restraint effectiveness of tubular stiffeners was influenced by the matching relationship between tubular stiffener thickness and wall plate thickness， as well as the correlation between tubular stiffener spacing and tubular stiffener edge length. Finally， regression analysis of the finite element calculation results enabled the establishment of a quadrilinear skeleton curve model for the perforated double steel plate shear walls with tubular stiffeners. Formulas for stiffness degradation were derived， ultimately leading to the development of a restoring force model. This model demonstrated good agreement with the finite element results， providing a theoretical basis for the engineering design of perforated double steel plate shear walls with tubular stiffeners.
- perforated double steel shear wall,
- tubular stiffener,
- bearing capacity,
- out-of-plane deformation,
- restoring force model

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References(18)

References

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