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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM66049

DESIGN AND ANALYSIS OF MULTISTOREY RESIDENTIAL BUILDING USING ETABS

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM66049

Volume:

10 |

7 |

Jul 2026

Pages:

1-3

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM66049

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

Lakshmi V Sai Prudhvi Navuluru

Lakshmi V Sai Prudhvi Navuluru

Department of Civil Engineering

Shri Venkateshwara University

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Mentors

CK

Chitranjan Kumar

Department of Civil Engineering

Shri Venkateshwara University

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Abstract

Structural analysis determines how buildings and their components respond to the loads acting on them, principally dead loads, live loads, wind loads (IS 875-1987, Parts 1-3) and seismic loads (IS 1893-2002/2016). ETABS (Extended Three-Dimensional Analysis of Building Systems) is a structural engineering software capable of static and dynamic, linear and non-linear analysis, and is used here for the analysis and design of a G+4 reinforced concrete residential building situated in seismic zone V. With the plan dimensions held constant, both static and dynamic (response-spectrum) seismic analyses were carried out to obtain storey shear, bending moment, storey drift and axial forces at corner, centre and front beams and columns. The results were checked against IS 456:2000 and IS 1893:2002, and storey displacements and drifts were found to be within the permissible limits, confirming that the proposed building is structurally safe.

KEYWORDS

ETABS seismic analysis multistorey residential building base shear storey drift RCC design IS 1893:2002.

Cite This Article

Lakshmi V Sai Prudhvi Navuluru, Chitranjan Kumar, "DESIGN AND ANALYSIS OF MULTISTOREY RESIDENTIAL BUILDING USING ETABS," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 7, pp. 1-3, Jul 2026. https://doi.org/10.55041/IJSREM66049

Full Article/Conclusion

The G+4 reinforced concrete residential building located in seismic zone V was successfully analysed and designed using ETABS for dead, live and seismic (static and response-spectrum) loads as per IS 875 and IS 1893:2002. Storey displacements and drifts were found to be within the permissible limits, and the shear force, bending moment, torsion and axial load results obtained from the software were consistent with expected structural behaviour, confirming the structure is safe for the considered loading. The study also demonstrates that ETABS considerably reduces the time and effort required for the analysis and design of multistorey buildings compared with manual methods, while allowing floors to be added or removed with ease during preliminary design iterations.

References

1. Abhay Guleria, "Structural Analysis of a Multi-Storied Building using ETABS for different Plan Configurations," International Journal of Engineering Research & Technology (IJERT), vol. 3, no. 5, 2014. 2. U. A. Balaji and Selvarasan, "Design and analysis of multistoried building under static and dynamic conditions using ETABS," International Journal of Technical Research and Applications. 3. Mahesh N. Patil and Yogesh N. Sonawane, "Seismic Analysis of Multistoried Building," International Journal of Engineering and Innovative Technology (IJEIT), vol. 4, no. 9, 2015. 4. IS 1893 (Part 1): 2002/2016, Criteria for Earthquake Resistant Design of Structures, Bureau of Indian Standards, New Delhi. 5. IS 456:2000, Plain and Reinforced Concrete - Code of Practice, Bureau of Indian Standards, New Delhi. 6. M. H. Raghunandan and Suma, "Seismic Pounding between Adjacent RC Buildings with and without Base Isolation System," International Journal of Research in Engineering and Technology, vol. 4, no. 6, 2015. 7. Sukumar Behera, "Seismic Analysis of Multi-storey Building with Floating Column," National Institute of Technology Rourkela, 2012. 8. H. L. Kheni and A. K. Chandiwala, "Seismic Response of RC Building with Soft Stories," International Journal of Engineering Trends and Technology (IJETT), vol. 10, no. 12, 2014. 9. S. R. Padol and R. S. Talikoti, "Review Paper on Seismic Responses of Multi-storey R.C.C Building with Mass Irregularity," International Journal of Research in Engineering and Technology, vol. 4, no. 3, 2015. 10. D. R. Panchal and P. M. Marathe, "Comparative Study of R.C.C, Steel and Composite (G+30 Storey) Building," Institute of Technology, Nirma University, Ahmedabad, 2011.

Editorial & Review Transparency

Publication Date

7/14/2026

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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