Analysis of a High-Rise Structure Considering Shear Walls of different Materials with different Positioning using ETABS

Authors

  • Vishek Bisen P.G. Scholar, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhila, Chhattisgarh, India Author
  • Pradeep Ku. Nirmal Assistant Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhila, Chhattisgarh, India Author
  • Lokesh Singh Professor, Department of Civil Engineering, RSR Rungta College of Engineering and Technology, Bhila, Chhattisgarh, India Author

Keywords:

ETABS, Asymmetric Building, Shear Walls, Response Spectrum, Seismic Zones

Abstract

Shear walls are the structural systems which counteracts the effect of lateral loads such as wind and earthquake loads acting on a structure. They are usually provided as an encasement for the elevator cores, stairwells etc., thereby resisting the horizontal and vertical forces effectively. 
In the present study, analysis of RCC building has been carried out by changing the locations of shear walls in the building. Also, the effect of variations in seismic zones as per IS codes has been presented. 
The seismic analysis performed is linear dynamic response spectrum analysis using the well known analysis and design software ETABS16.2.0. Seismic performance of the building has been investigated based on parameters such as storey drift, base shear and storey displacements.
The research is based towards comparative analysis of shear wall in a structural design and its placement in three different location with shear wall made of three different material namely concrete, RCC and steel shear walls.
              

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References

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Published

27-01-2022

Issue

Section

Research Articles

How to Cite

Bisen, V., Nirmal, P. K., & Singh, L. (2022). Analysis of a High-Rise Structure Considering Shear Walls of different Materials with different Positioning using ETABS . International Journal of Scientific Research in Civil Engineering, 6(1), 26-37. https://ijsrce.com/index.php/home/article/view/IJSRCE22614

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