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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM47856

Comparative Study of RC Building with Bracing and Shear Wall

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM47856

Volume:

9 |

5 |

May 2025

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM47856

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

BB

Badal Bansod1

PAN

Prof. A.R. Nikhade2

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Abstract

The most common applications for shear wall and steel bracing systems are in medium- to high-rise structures, which offer the stiffness, strength, and energy dissipation needed to withstand the lateral loads caused by wind and earthquakes. Shear walls and steel bracing have already been shown to be the most practical way to protect structures against earthquakes. These significant developments in earthquake engineering include the recently approved performance evaluation methodology and capacity design principles. Many existing RC buildings need to be retrofitted to fix their defects and support seismic loads. Existing RC buildings’ seismic performance needs to be improved to meet the requirements of the new performance-based seismic design methodologies. This study looks at the seismic performance of an RC building that has been rebuilt with steel bracing and a shear wall. A twelve-story structure in zone 5 is subjected to an earthquake and wind load calculation. The efficiency of several steel bracing types with concrete shear wall construction.

KEYWORDS

Seismic analysis Bracings Shear Wall STAAD

Cite This Article

Badal Bansod1, Prof. A.R. Nikhade2, "Comparative Study of RC Building with Bracing and Shear Wall," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 5, May 2025. https://doi.org/10.55041/IJSREM47856

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Publication Date

5/14/2025

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Double-Blind Peer Review

Review Rounds: 2

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