Manuscript Number : IJSRCE226413
Analysis of a High-Rise Building Considering Hybrid Shear Wall Under Seismic Load
Authors(2) :-Mohammad Iliyas Qureshi, Dr. Saleem Akhtar
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.
Mohammad Iliyas Qureshi
P.G. Scholar, Department of Civil Engineering, University Institute of Technology, Bhopal, Madhya Pradesh, India
Dr. Saleem Akhtar
Professor and H.O.D. Department of Civil Engineering, University Institute of Technology, Bhopal, Madhya Pradesh, India
Hybrid Shear Wall, Response Spectrum Analysis, Shear wall, Seismic Forces.
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Publication Details
Published in : Volume 6 | Issue 4 | July-August 2022
Date of Publication : 2022-07-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 108-116
Manuscript Number : IJSRCE226413
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE226413
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