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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM63963

Push Over Analysis Of Flat Slab Structure With Lateral Resistant System

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM63963

Volume:

10 |

5 |

May 2026

Pages:

1-5

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM63963

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

Vaibhavi M. Khanapure

Vaibhavi M. Khanapure

Computer Aided Structural Engineering

MBE Society’s College of Engineering, Ambajogai, Maharashtra, India

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PPAV

Prof. P. A. Vedpathak

Computer Aided Structural Engineering

MBE Society’s College of Engineering, Ambajogai, Maharashtra, India

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PJMC

Prof. J. M. Chavan

Computer Aided Structural Engineering

MBE Society’s College of Engineering, Ambajogai, Maharashtra, India

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DVSR

Dr. V. S. Rajamanya

Computer Aided Structural Engineering

MBE Society’s College of Engineering, Ambajogai, Maharashtra, India

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Abstract

Reinforced concrete flat slab systems are widely used in modern construction due to their architectural flexibility, reduced storey height, and ease of construction. However, the absence of beams decreases lateral stiffness, making such structures vulnerable to seismic effects and punching shear failures at slab–column connections. This study investigates the nonlinear seismic behaviour of flat slab buildings with and without lateral load-resisting systems using pushover analysis in ETABS. Parameters such as base shear, roof displacement, storey drift, and plastic hinge formation are evaluated. The results indicate that the inclusion of shear walls and perimeter beams significantly enhances seismic performance by improving stiffness, ductility, and overall structural stability.

KEYWORDS

Key Words: Flat slab Pushover analysis Seismic performance Shear wall RC structures.

Cite This Article

Vaibhavi M. Khanapure, Prof. P. A. Vedpathak, Prof. J. M. Chavan, Dr. V. S. Rajamanya, "Push Over Analysis Of Flat Slab Structure With Lateral Resistant System," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 5, pp. 1-5, May 2026. https://doi.org/10.55041/IJSREM63963

Full Article/Conclusion

The pushover analysis of flat slab structures with and without lateral load-resisting systems demonstrated that the inclusion of lateral resistance significantly improves seismic performance. The structure with lateral resistance exhibited lower story displacement and story drift in both X and Y directions, indicating enhanced stiffness, reduced lateral deformation, and improved structural stability under seismic loading. Additionally, higher base shear values were observed in structures with lateral resistance, reflecting greater strength and improved capacity to resist earthquake forces. Overall, the study concludes that the incorporation of lateral load-resisting systems such as shear walls and perimeter beams effectively enhances the seismic behavior, safety, and resilience of flat slab structures.

References

  1.      Khanapure, V. M., Vedpathak, P. A., and Rajamanya, V. S., January-2026, “Performance-Based Seismic Analysis of Flat Slab Buildings with Lateral Resistance”, International Journal for Research in Applied Science & Engineering Technology (IJRASET), ISSN: 2321-9653, Volume 14, Issue I, pp. 1628–1635. 2.      Khanapure, V. M. (2026, April 11). Seismic behaviour of flat slab buildings with lateral resistance system [Conference paper]. 3rd International Multidisciplinary Conference on Research, Technology & Engineering (ImCRTE 2026), KJEI’s Trinity Academy of Engineering, Pune, India. 3.      Elnahla, M. M., & Abdalla, H. A. (2026). Effect of shear reinforcement parameters on the punching shear capacity of RC flat slabs: Comparison with design codes. Journal of Building Pathology and Rehabilitation, 11, 82. https://doi.org/10.1007/s41024-025-00182-5 4.      Andriani, A. P., Sjah, J., Fathoni, I. N., & Handika, N. (2025). Analysis of a 40-story office building combining a post-tensioned flat slab with separated gravity lateral resisting implementation. Eng. Proc., 84(1), 26. https://doi.org/10.3390/engproc2025084026 5.      Hasibuan, S. A. R. S., Prayuda, H., Alisibramulisi, A., Adnan, S. H., & Raja Hussin, T. A. (2025). Enhancing seismic resilience: The role of drop panels in building structures using pushover analysis. International Journal of Advanced Technology and Engineering Exploration, 12(127), 854. https://doi.org/10.19101/IJATEE.2025.121220095 6.      Hicazi, A., Alsediri, A., Alsanabani, N., Al-Gahtani, K., Alsharef, A., & Bin Mahmoud, A. (2025). Optimizing structural slab selection for high-rise construction: Applied value engineering for cost-performance balance. Buildings, 15(22), 4194. https://doi.org/10.3390/buildings15224194 7.      Martinelli, P., Colombo, M., Ravasini, S., & Belletti, B. (2022). Application of an analytical method for the design for robustness of RC flat slab buildings. Engineering Structures, 258, 114117. https://doi.org/10.1016/j.engstruct.2022.114117 8.      Baitule, S. (2018). A review on non-linear pushover analysis of flat slab building. International Journal of Engineering Research and Technology, 7(5), 312–316. 9.      Dhananjay, K., & Pranesh, M. (2013). Performance of flat slab structure using pushover analysis. International Journal of Research in Engineering and Technology, 2(11), 356–362. 10.   Gagankrishna, R. R., & Nethravathi, S. M. (2015). Pushover analysis of framed structure with flat plate and flat slab for different structural systems. International Journal of Scientific Engineering and Technology, 4(2), 104–110.

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Publication Date

5/25/2026

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Review Rounds: 2

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