COMPARATIVE ANALYSIS OF VARIOUS STRUCTURAL SYSTEM FOR HIGH-RISE RCC BUILDING USING ETABS
Keywords:
High-Rise RCC Buildings, Structural Systems, Moment Resisting Frame (MRF), Shear Wall, Bracing System, Outrigger Belt Truss System, Seismic Analysis, ETABS, Storey Drift, Base Shear, Lateral Load ResistanceAbstract
The increasing trend of urbanization and limited availability of land have accelerated the construction of high-rise reinforcedconcrete (RCC) buildings. As building height increases, the influence of lateral forces such as wind and seismic loads becomes more critical, necessitating the adoption of efficient structural
References
• Ali, M. M., & Moon, K. S. (2007). Structural developments in tall buildings: Current trends and future prospects. Architectural Science Review, 50(3), 205–223.
• Asadi, E., Adeli, H., & Balasubramanyam, K. V. (2018). Dynamic analysis of high-rise structures with outrigger systems under seismic loads. Journal of Structural Engineering, 144(6), 04018069.
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Published
2026-07-04
How to Cite
G.Sai Kumar , A.Anil Kumar, Syed Uwais Hussaini, Mohammed Muneeb Mohiuddin Talha, Ali Mohammed Khan, Mohammed Furqan Tayeb Ghouri. (2026). COMPARATIVE ANALYSIS OF VARIOUS STRUCTURAL SYSTEM FOR HIGH-RISE RCC BUILDING USING ETABS. Journal of Computational Analysis and Applications (JoCAAA), 35(7), 24–38. Retrieved from https://www.eudoxuspress.com/index.php/pub/article/view/5664
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