Journal of Structural and Construction Engineering

Journal of Structural and Construction Engineering

Investigating the behavior of corrugated steel shear wall with different hole patterns under lateral loading

Document Type : Original Article

Authors
Seyyed Ata Seyyed Hatami 1
Adel Ferdousi 2
1 M.Sc Student of Structural Engineering, Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran
2 Assistant Professor, Department of Civil Engineering, Faculty of Technical and Engineering, Islamic Azad University, Tabriz Branch, Tabriz, Iran Robotics & Soft Technologies Research Center, Tabriz Branch, Islamic Azad University, Tabriz, Iran
10.22065/jsce.2024.432594.3312
Abstract
Steel shear walls are usually made in two types, hardened and unhardened. Studies have shown that hardened types are more suitable in terms of seismic performance and operational issues, but due to the many operational details, they incur a lot of cost. One of the recent innovations used in steel shear wall is the use of corrugated sheets instead of plain sheets. The idea of replacing the corrugated steel shear wall as a hardened steel shear wall has been proposed in recent years and favorable results have been obtained. In addition to easy implementation and installation, this system has made the structures lighter and justified from the cost perspective. In addition, the use of steel shear wall in the seismic improvement of structures has many advantages such as load capacity, energy dissipation, acceptable hardness and ductility. In this research, nine different models with and without holes were modeled using Abaqus software. Six types of hole arrangements with a diameter of 120 mm were modeled. The results showed that by corrugating the (horizontal) sheet, the final resistance increased by 16%, also, by corrugating the vertical sheet, the final resistance increased by 18%. By creating a hole in the wavy (horizontal) shear wall model, it was observed that the ultimate strength decreased compared to the sample without holes. By corrugating the sheet of the shear wall, the coefficient of behavior increased compared to its traditional type, and the largest increase is related to the horizontal corrugated steel shear wall, which is 4%. Also, the pattern of the hole in the corrugated sheet has an effect on the coefficient of behavior, and by choosing the appropriate pattern, an increase in the coefficient of behavior can be achieved, resulting in more energy absorption and damping of the structure.
Keywords
Corrugated steel shear wall
Lateral loading
Finite element method
Hole pattern
Behavior factor

Subjects

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Journal of Structural and Construction Engineering
Volume 11, Issue 11 - Serial Number 88
February 2025
Pages 145-174

  • Receive Date 11 January 2024
  • Revise Date 04 May 2024
  • Accept Date 05 June 2024