Influence of Different Parameters on Hysteretic Behavior of Corrugated Steel Plate Wall

BAI Zhengxian; CUI Hu; JIANG Ziqin; SHEN Cunjie; SU Lei; ZHANG Wenying

doi:10.13204/j.gyjzG21122105

Volume 52 Issue 11

Nov. 2022

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BAI Zhengxian, CUI Hu, JIANG Ziqin, SHEN Cunjie, SU Lei, ZHANG Wenying. Influence of Different Parameters on Hysteretic Behavior of Corrugated Steel Plate Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 24-31,103. doi: 10.13204/j.gyjzG21122105

Citation:

BAI Zhengxian, CUI Hu, JIANG Ziqin, SHEN Cunjie, SU Lei, ZHANG Wenying. Influence of Different Parameters on Hysteretic Behavior of Corrugated Steel Plate Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 24-31,103. doi: 10.13204/j.gyjzG21122105

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Influence of Different Parameters on Hysteretic Behavior of Corrugated Steel Plate Wall

doi: 10.13204/j.gyjzG21122105

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing 100124, China;
3. Beijing Building Industrialization Group Corp., Ltd., Beijing 100071, China

Received Date: 2021-12-21

Abstract

Abstract

Corrugated steel plate shear wall is a new type of steel plate shear wall. Its mechanical properties is better than ordinary steel plate wall and saves more steel. The existing research on the influence of the connection mode between corrugated steel plate wall and beam-column components on the hysteretic behavior of corrugated steel plate wall is not enough. In order to further analyze the factors affecting the hysteretic behavior of corrugated steel plate wall, the variable parameter analysis of corrugated steel plate shear wall with horizontal waveform and vertical waveform was carried out. The parameters such as connection mode with upper and lower beams, axial compression ratio and waveform shape were mainly changed. The quasi-static analysis of 13 examples of corrugated steel plate shear wall and flat steel plate shear wall with different parameters was carried out through ABAQUS finite element analysis software, and the failure mode and hysteretic performance of each steel plate shear wall were obtained. The results showed that the increase of axial compression ratio had an obvious adverse effect on the hysteretic behavior of corrugated steel plate wall with horizontal waveform, but had little effect on corrugated steel plate wall; The bearing capacity of corrugated steel plate wall increased obviously after increasing the wave amplitude. Reducing the wavelength or increasing the wave amplitude would cause different degrees of out-of-plane deformation of corrugated steel plate wall with horizontal waveform; after the wall panel was disconnected from the upper and lower beams, the bearing capacity of the corrugated steel plate wall with vertical waveform was seriously lost, while the energy consumption capacity of the corrugated steel plate wall with horizontal waveform was significantly improved.
- steel plate shear wall,
- corrugated steel plate,
- numerical analysis,
- hysteresis behavior

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References(24)

References

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