Behavior of Steel plate Shear Walls consisting of reinforced concrete frame with infill low yield point (LYP) steel plate

Authors

  • AlZhraa Turikieh Tishreen University
  • Bassam HWAIJEH Tishreen University
  • Ghandi Loho Tishreen University

Abstract

Frame structures systems contribute to resist the seismic loads. And there are many

techniques used to improve the resistance to lateral loads where steel shear walls,which is embedded within the Frame span, are considered to be one of these ways.

The steel infilled plate can be made of low yield stress steel (LYP ),  This allows an early plasticization of the filling plate ,and lateness shear buckling , and The demand for concrete  peripheral elements (beams , columns) may  be mitigated.

 

The research presented in this paper addresses the behavior of steel plate shear walls composed of a reinforced concrete frame and a infilled plateof low yield stress steel LYP . To achieve this purpose, A three-dimensional 3D numerical model was created using the finished elements program ABAQUS. This numerical model takes into account both geometric and physical nonlinearity.The completed numerical model is documented in comparison with experimental results drawn from published research.

The documented numerical model was used to perform a parametric study to investigate the influence of certain parameters on the behavior of this structural system. These parameters mainly included the thinness of the infilled plate and the addition of horizontal and vertical supports.

 

 

The results of this research confirmed that the use of a plate with a low yield stress Steel contributed to of lateness shear buckling and And making the plate plasticize by shearing is the controller of its behavior , For a thinness of no more than 150, buckling  occurs very late at a relative displacement of more than 2%.

Downloads

Published

2023-09-26

How to Cite

1.
تريكيه ا, بسام حويجة, غاندي لوحو. Behavior of Steel plate Shear Walls consisting of reinforced concrete frame with infill low yield point (LYP) steel plate. Tuj-eng [Internet]. 2023Sep.26 [cited 2024Nov.28];45(4):265-84. Available from: https://journal.tishreen.edu.sy/index.php/engscnc/article/view/15469

Issue

Vol. 45 No. 4 (2023): Tishreen University Journal of Research and Scientific Studies - Engineering Sciences Series

Section

Master student researches

License

Copyright (c) 2023 https://creativecommons.org/licenses/by-nc-sa/4.0/

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

The authors retain the copyright and grant the right to publish in the magazine for the first time with the transfer of the commercial right to Tishreen University Journal for Research and Scientific Studies - Engineering Sciences Series

 Under a CC BY- NC-SA 04 license that allows others to share the work with of the work's authorship and initial publication in this journal. Authors can use a copy of their articles in their scientific activity, and on their scientific websites, provided that the place of publication is indicted in  Tishreen University Journal for Research and Scientific Studies - Engineering Sciences Series   .  The Readers have the right to send, print and subscribe to the initial version of the article, and the title of  Tishreen University Journal for Research and Scientific Studies - Engineering Sciences Series     Publisher

journal uses a CC BY-NC-SA license which mean

You are free to:

  • Adapt — remix, transform, and build upon the material
  •  
  • The licensor cannot revoke these freedoms as long as you follow the license terms.

 

  • Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  • NonCommercial — You may not use the material for commercial purposes.
  • ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.
  • No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.