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INTERNATIONAL JOURNAL OF CREATIVE RESEARCH THOUGHTS - IJCRT (IJCRT.ORG)

International Peer Reviewed & Refereed Journals, Open Access Journal

IJCRT Peer-Reviewed (Refereed) Journal as Per New UGC Rules.

ISSN Approved Journal No: 2320-2882 | Impact factor: 7.97 | ESTD Year: 2013

Call For Paper - Volume 14 | Issue 5 | Month- May 2026

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  Published Paper Details:

  Paper Title

A REVIEW PAPER ON APPROPRIATE LOCATION OF SHEAR WALL IN HIGH RISE BUILDING TO REDUCE TORSIONAL EFFECT BY USING ETAB SOFTWARE

  Authors

  Khushnuma khatoon,  Rajiv Banerjee,  Meraj Ahmad,  Madhu yadav

  Keywords

Keywords: Torsion, Base shear, Storey displacements, Torsional irregularity, Seismic Zones, Shear wall, ETAB Software.

  Abstract


Abstract: Shear wall is a vertical element of a system that is designed to resist in-plane lateral forces, typically wind and seismic loads. Shear walls are more effective in terms of seismic performance because they have high strength and stiffness, which can withstand significant lateral stresses as well as gravity loads. Shear walls behave like vertical cantilevers when they are independent planar walls or when they are non-planar connecting walls around elevators and stairwells. When employed inside a building, shear walls can add strength and stiffness. Where the building's exterior walls are unable to give it the necessary strength and stiffness. Knowing the correct location for a shear wall in a building is crucial for it to serve its intended purpose. The objective of the current study is to establish the best position for shear walls and their impact on the seismic performance of buildings. A comparison of the various analytical techniques has also been carried out. This piece of work analyses a high rise structure with various shear wall locations and shapes. [13] For the asymmetric buildings of heights G+9 and G+11, equivalent static analysis, time history analysis, and response spectrum analysis as per IS 1893 (Part 1): 2002 are performed in this paper. Additionally, an effort is made to study the effect of seismic loads on them in order to determine torsional moments, base shear, displacement, and time period. Finally, using ETABS 9.7.4 version, their capacity and demand are evaluated.[12]. Abstract: Shear wall is a vertical element of a system that is designed to resist in-plane lateral forces, typically wind and seismic loads. Shear walls are more effective in terms of seismic performance because they have high strength and stiffness, which can withstand significant lateral stresses as well as gravity loads. Shear walls behave like vertical cantilevers when they are independent planar walls or when they are non-planar connecting walls around elevators and stairwells. When employed inside a building, shear walls can add strength and stiffness. Where the building's exterior walls are unable to give it the necessary strength and stiffness. Knowing the correct location for a shear wall in a building is crucial for it to serve its intended purpose. The objective of the current study is to establish the best position for shear walls and their impact on the seismic performance of buildings. A comparison of the various analytical techniques has also been carried out. This piece of work analyses a high rise structure with various shear wall locations and shapes. [13] For the asymmetric buildings of heights G+9 and G+11, equivalent static analysis, time history analysis, and response spectrum analysis as per IS 1893 (Part 1): 2002 are performed in this paper. Additionally, an effort is made to study the effect of seismic loads on them in order to determine torsional moments, base shear, displacement, and time period. Finally, using ETABS 9.7.4 version, their capacity and demand are evaluated.[12]. Abstract: Shear wall is a vertical element of a system that is designed to resist in-plane lateral forces, typically wind and seismic loads. Shear walls are more effective in terms of seismic performance because they have high strength and stiffness, which can withstand significant lateral stresses as well as gravity loads. Shear walls behave like vertical cantilevers when they are independent planar walls or when they are non-planar connecting walls around elevators and stairwells. When employed inside a building, shear walls can add strength and stiffness. Where the building's exterior walls are unable to give it the necessary strength and stiffness. Knowing the correct location for a shear wall in a building is crucial for it to serve its intended purpose. The objective of the current study is to establish the best position for shear walls and their impact on the seismic performance of buildings. A comparison of the various analytical techniques has also been carried out. This piece of work analyses a high rise structure with various shear wall locations and shapes. [13] For the asymmetric buildings of heights G+9 and G+11, equivalent static analysis, time history analysis, and response spectrum analysis as per IS 1893 (Part 1): 2002 are performed in this paper. Additionally, an effort is made to study the effect of seismic loads on them in order to determine torsional moments, base shear, displacement, and time period. Finally, using ETABS 9.7.4 version, their capacity and demand are evaluated.[12]. Abstract: Shear wall is a vertical element of a system that is designed to resist in-plane lateral forces, typically wind and seismic loads. Shear walls are more effective in terms of seismic performance because they have high strength and stiffness, which can withstand significant lateral stresses as well as gravity loads. Shear walls behave like vertical cantilevers when they are independent planar walls or when they are non-planar connecting walls around elevators and stairwells. When employed inside a building, shear walls can add strength and stiffness. Where the building's exterior walls are unable to give it the necessary strength and stiffness. Knowing the correct location for a shear wall in a building is crucial for it to serve its intended purpose. The objective of the current study is to establish the best position for shear walls and their impact on the seismic performance of buildings. A comparison of the various analytical techniques has also been carried out. This piece of work analyses a high rise structure with various shear wall locations and shapes. [13] For the asymmetric buildings of heights G+9 and G+11, equivalent static analysis, time history analysis, and response spectrum analysis as per IS 1893 (Part 1): 2002 are performed in this paper. Additionally, an effort is made to study the effect of seismic loads on them in order to determine torsional moments, base shear, displacement, and time period. Finally, using ETABS 9.7.4 version, their capacity and demand are evaluated.[12].

  IJCRT's Publication Details

  Unique Identification Number - IJCRT23A4010

  Paper ID - 235338

  Page Number(s) - h830-h834

  Pubished in - Volume 11 | Issue 4 | April 2023

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  Khushnuma khatoon,  Rajiv Banerjee,  Meraj Ahmad,  Madhu yadav,   "A REVIEW PAPER ON APPROPRIATE LOCATION OF SHEAR WALL IN HIGH RISE BUILDING TO REDUCE TORSIONAL EFFECT BY USING ETAB SOFTWARE", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.11, Issue 4, pp.h830-h834, April 2023, Available at :http://www.ijcrt.org/papers/IJCRT23A4010.pdf

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Call For Paper May 2026
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ISSN: 2320-2882
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ISSN and 7.97 Impact Factor Details


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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
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