Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method

Rahul Paikrao; Komal Yashod; Sanika Sanap; Mitali kathe; Rushikesh Jadhav

Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method

June 2022

Vol-8, Issue-3

Paper ID: 17304

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

Civil Engineering

Keywords

Shear Wall Response Spectrum Method.

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 height 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 ETABS. Seismic performance of the building has been investigated based on parameters such as storey drift, base shear and story displacements. In this project we have studying G+10 store building in zone III is presented with some investigations which is analyzed by changing the height of shear wall at interval of each story in same building for determining the parametric story drift story shear and deflection is done having ETAB software. In this project the height of shear walls are fixed which are provided throughtout the building for vertical lift.

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Author Information

#	Name	Institute / Affiliation
1	Rahul Paikrao	Guru Gobind Singh College Of Engineering & Research Center, Nashik
2	Komal Yashod	Guru Gobind Singh College Of Engineering & Research Center, Nashik
3	Sanika Sanap	Guru Gobind Singh College Of Engineering & Research Center, Nashik
4	Mitali kathe	Guru Gobind Singh College Of Engineering & Research Center, Nashik
5	Rushikesh Jadhav	Guru Gobind Singh College Of Engineering & Research Center, Nashik

How to Cite

Use the following formats to cite this article in your research.

APA Style

Paikrao, Rahul, Yashod, Komal, Sanap, Sanika, kathe, Mitali, & Jadhav, Rushikesh (2022). Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method. International Journal of Advance Research and Innovative Ideas In Education, 8(3), 3814-3825.

MLA Style

Paikrao, Rahul, et al. "Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method." International Journal of Advance Research and Innovative Ideas In Education, vol. 8, no. 3, 2022, pp. 3814-3825.

IEEE Style

Rahul Paikrao, Komal Yashod, Sanika Sanap, Mitali kathe, and Rushikesh Jadhav, "Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method," International Journal of Advance Research and Innovative Ideas In Education, vol. 8, no. 3, pp. 3814-3825, 2022.

Vancouver Style

Paikrao Rahul, Yashod Komal, Sanap Sanika, kathe Mitali, Jadhav Rushikesh. Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method. International Journal of Advance Research and Innovative Ideas In Education. 2022;8(3):3814-3825.

Harvard Style

Paikrao, Rahul, Yashod, Komal, Sanap, Sanika, kathe, Mitali, & Jadhav, Rushikesh (2022) 'Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method', International Journal of Advance Research and Innovative Ideas In Education, 8(3), pp. 3814-3825.

Chicago Style

Paikrao, Rahul, et al. "Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method." International Journal of Advance Research and Innovative Ideas In Education 8, no. 3 (2022): 3814-3825.

Turabian Style

Paikrao, Rahul, et al. "Comparative Study Of G+10 Building With Differing Height Of Shear Wall By Response Spectrum Method." International Journal of Advance Research and Innovative Ideas In Education 8, no. 3 (2022): 3814-3825.