Seismic Performance Enhancement of Irregular RCC Structure Using Bracing System

  • Unique Paper ID: 206084
  • Volume: 13
  • Issue: 2
  • PageNo: 147-152
  • Abstract:
  • Irregular reinforced concrete (RCC) buildings are highly susceptible to seismic damage due to abrupt variations in mass, stiffness, and geometry, which induce excessive lateral displacement and torsional effects. While seismic standards like IS 1893 provide general design guidelines, comparative research on the effectiveness of different bracing configurations for irregular structures remains limited. This study evaluates the seismic performance of a G+15 irregular RCC building—incorporating mass, stiffness, and geometric irregularities—strengthened with three steel bracing systems: X-bracing, V-bracing, and inverted V-bracing. Using ETABS, it is performed in compliance with IS 1893 to compare braced and unbraced models. Structural responses were evaluated based on story displacement, inter-story drift, and natural time period. Results indicate that integrating steel bracing significantly enhances seismic resistance and structural stability. Among the configurations, X-bracing exhibited superior performance, providing the highest lateral stiffness and the greatest reduction in displacement and time periods. V-bracing and inverted V-bracing also demonstrated effective drift control. These findings offer practical guidance for structural engineers designing or retrofitting irregular RCC buildings in active seismic zones.

Copyright & License

Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{206084,
        author = {Rana Maheroosh and Waseem Malik},
        title = {Seismic Performance Enhancement of Irregular RCC Structure Using Bracing System},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {13},
        number = {2},
        pages = {147-152},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=206084},
        abstract = {Irregular reinforced concrete (RCC) buildings are highly susceptible to seismic damage due to abrupt variations in mass, stiffness, and geometry, which induce excessive lateral displacement and torsional effects. While seismic standards like IS 1893 provide general design guidelines, comparative research on the effectiveness of different bracing configurations for irregular structures remains limited. This study evaluates the seismic performance of a G+15 irregular RCC building—incorporating mass, stiffness, and geometric irregularities—strengthened with three steel bracing systems: X-bracing, V-bracing, and inverted V-bracing.
Using ETABS, it is performed in compliance with IS 1893 to compare braced and unbraced models. Structural responses were evaluated based on story displacement, inter-story drift, and natural time period. Results indicate that integrating steel bracing significantly enhances seismic resistance and structural stability. Among the configurations, X-bracing exhibited superior performance, providing the highest lateral stiffness and the greatest reduction in displacement and time periods. V-bracing and inverted V-bracing also demonstrated effective drift control. These findings offer practical guidance for structural engineers designing or retrofitting irregular RCC buildings in active seismic zones.},
        keywords = {Irregular RCC building, Seismic performance, Bracing systems, ETABS, X-bracing, V- bracing, Inverted V- bracing.},
        month = {July},
        }

Cite This Article

Maheroosh, R., & Malik, W. (2026). Seismic Performance Enhancement of Irregular RCC Structure Using Bracing System. International Journal of Innovative Research in Technology (IJIRT), 13(2), 147–152.

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