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Elastic interactive buckling strength of corrugated steel shear wall under pure shear force

Hosseinzadeh, L ; Sharif University of Technology

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  1. Type of Document: Article
  2. DOI: 10.1002/tal.1357
  3. Abstract:
  4. Different ways have been presented to prevent elastic buckling of steel shear walls. One of these solutions is corrugated shear wall. In this type of wall, shear buckling strength increases without increasing the thickness of the panel. Numerical modeling results indicate that, always, shear buckling strength of corrugated panels is more than the flat panels and with the right choice of the geometric parameters of corrugated panels; without increasing the thickness of the panel, we can improve buckling strength significantly. In the trapezoidal corrugated panels, reducing the width of the subpanels do not always increase buckling strength of the panel, but it changes the panel buckling shape from the local buckling mode to the global buckling. In addition, in panels, with the low width of the subpanels, elastic buckling does not happen in the subpanels. Comparing numerical analysis with the theoretical relations showed that the results of numerical analysis with the relations that include local buckling, global buckling, and shear yielding stress, have a better approximation and in another word, interaction buckling is the combination of the local buckling, global buckling, and shear yielding stress. Copyright © 2017 John Wiley & Sons, Ltd
  5. Keywords:
  6. Corrugated steel shear wall ; Numerical analysis ; Shear walls ; Corrugated steel shear walls ; Global buckling ; Interactive buckling ; Local buckling ; Pure shear ; Subpanels ; Buckling
  7. Source: Structural Design of Tall and Special Buildings ; Volume 26, Issue 8 , 2017 ; 15417794 (ISSN)
  8. URL: https://onlinelibrary.wiley.com/doi/abs/10.1002/tal.1357