Calculation and Design Methods for the Bearing Capacity of Flat-Corrugated Steel Plate Composite Walls

LUAN Haitao; HE Xiong; DUAN Jinsong; YU Guo; HOU Yanguo; WEN Chenbao; ZHU Boli

doi:10.3724/j.gyjzG25051903

Volume 56 Issue 4

Apr. 2026

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LUAN Haitao, HE Xiong, DUAN Jinsong, YU Guo, HOU Yanguo, WEN Chenbao, ZHU Boli. Calculation and Design Methods for the Bearing Capacity of Flat-Corrugated Steel Plate Composite Walls[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 94-101. doi: 10.3724/j.gyjzG25051903

Citation:

LUAN Haitao, HE Xiong, DUAN Jinsong, YU Guo, HOU Yanguo, WEN Chenbao, ZHU Boli. Calculation and Design Methods for the Bearing Capacity of Flat-Corrugated Steel Plate Composite Walls[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 94-101. doi: 10.3724/j.gyjzG25051903

Citation:

LUAN Haitao, HE Xiong, DUAN Jinsong, YU Guo, HOU Yanguo, WEN Chenbao, ZHU Boli. Calculation and Design Methods for the Bearing Capacity of Flat-Corrugated Steel Plate Composite Walls[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 94-101. doi: 10.3724/j.gyjzG25051903

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Calculation and Design Methods for the Bearing Capacity of Flat-Corrugated Steel Plate Composite Walls

doi: 10.3724/j.gyjzG25051903

1. Beijing Urban Construction Group Co., Ltd., Beijing 100088, China;
2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China;
3. School of Future Cities, University of Science and Technology Beijing, Beijing 100083, China

Received Date: 2025-05-19
Available Online: 2026-06-06
Publish Date: 2026-04-20

Abstract

Abstract

This paper proposes a novel flat-corrugated steel plate shear wall （FCSPSW） and explores its elastic buckling performance along with the design and calculation methods for its stability bearing capacity. The FCSPSW is constructed by connecting flat and corrugated steel plate standard units. The latter are fabricated in a factory using a fully available and automatic production line， which ensures high production efficiency. Through the finite element numerical analysis of a large number of examples， the shear elastic buckling modes， elastic buckling loads， failure modes， instability mechanisms， and stability bearing capacity prediction for both welded and bolted connection types of FCSPSWs were studied respectively. This numerical investigation revealed the influence of different design parameters on the buckling and bearing capacity. Finally， design methods for predicting the shear stability bearing capacity of two types of FCSPSWs were proposed.
- steel plate shear wall,
- shear elastic buckling,
- shear-bearing capacity

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References(15)

References

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