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Analysis of a High-Rise Building Considering Hybrid Shear Wall Under Seismic Load

Author

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  • Mohammad Iliyas Qureshi
  • Saleem Akhtar

Abstract

Shear walls are structural elements that protect structures from lateral loads such as wind and earthquakes. When the external walls of a building are insufficiently strong and stiff, shear walls are added to the interior to provide greater strength and stiffness. When the permissible span width ratio for the floor or roof diaphragm is exceeded, these shear walls are required. Shear walls are flexural members that are commonly used in high- and low-rise buildings to prevent total collapse due to seismic stresses. Here hybrid shear wall means a combination of shear wall and X bracing. This research is focused towards presenting the behavior of structure considering three different cases namely, structure with X bracing at corner, structure with shear wall at corner and structure with hybrid shear wall at corner. The structure was modelled and analyzed using analytical application ETABS v 2016. The parameters of comparison were Storey displacement, storey shear. Storey drift, storey stiffness and base shear.

Suggested Citation

  • Mohammad Iliyas Qureshi & Saleem Akhtar, 2022. "Analysis of a High-Rise Building Considering Hybrid Shear Wall Under Seismic Load," Int J Sci Res Civil Engg, International Journal of Scientific Research in Civil Engineering, vol. 6(4), pages 108-116, August.
    • Handle: RePEc:jcq:ijsrce:v6:y2022:i4:id:593
    DOI: 10.32628/IJSRCE226413
    Note: Article URL: https://ijsrce.com/home/article/view/IJSRCE226413
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