By Using ETABS Planning, Designing and Analysis of a  Commercial Building Consisting of Flat Slabs Considering  Earthquake Induced Forces

Inayatullah Fayaz; Brahamjeet Singh

doi:10.55524/

Authors

Inayatullah Fayaz M. Tech Scholar, Department of Civil Engineering, RIMT University Mandi, Gobindgarh, Punjab, India Author
Brahamjeet Singh Assistant Professor, Department of Civil Engineering, RIMT University Mandi, Gobindgarh, Punjab, India Author

DOI:

https://doi.org/10.55524/

Keywords:

Aspect Ratio, Flat slab structures, Punching shear, Ratio of Slenderness(H/B), Response Spectrum

Abstract

Structures consisting of Flat slabs posses’ great advantage over conventional structures with usual slab beam design. Because of the freedom to design space, shorter construction time, architectural functional as well as economical elements, flat slab building structures have significant benefits. Flat slab structural systems are substantially more flexible than standard RC frame systems due to the lack of deep beams and shear walls, making them more vulnerable during seismic occurrences. The slab column connections, i.e., the shear force in the slab at the connection, should always keep its bearing capacity even at maximum displacements, is altogether a vital moment in the design of these systems. Building construction has a significant impact on the behaviour of flat slab buildings during earthquakes. As a result of this fact, it is necessary to take due consideration and to discover how to assure the safety of tall structures against earthquake forces.

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References

Apostolska, R. P., Necevska-Cvetanovska, G. S., Cvetanovska, J. P., & Mircic N, Seismic Performance of Flat-Slab Building Structural Systems, the 14th World Conference on Earthquake Engineering, Beijing, (2008).

K, N., & Sahana T., Use of Flat Slab in Multistorey Commercial Building Situated in High Seismic Zone. International Journal of Research in Engineering and Technology , 439-451, (2014).

H.S, M., & Kavan M., Comparative Study of Flat Slab and Conventional Slab Structure Using ETABS for Different Earthquake Zones of India. International Research Journal of Engineering and Technology , 1931-1936, (2015).

B.Anjaneyulu, & Prakash, K. J., Analysis and Design of Flat Slab by Using ETABS Software, International Journal of Science Engineering and Advance Technology , 105-112, 2016.

Dabhekar, P. K., Seismic Analysis of Flat Slab Structure. International Journal of Science Technology & Engineering , 47-61, 2016.

Gowda, D. M., & Tata, T., Study of Seismic Behaviour of Buildings with Flat Slab, International Research Journal of Engineering and Technology , 1333-1339, 2016.

Shaga, A., & Polisetty, S., Seismic Performance of Flat Slab with Drop and Conventional Slab Structure. Internaltional Journal of Latest Engineering Research and Applications , 79- 94, 2016.

Subramanian, N., Design of Reinforced Concrete Structures, New Delhi, Oxford University Press, 2017.

Tilva, V. K., Vyas, P. B., & Thaker, A. P., Cost Comparison between Flat Slabs With Drop and Without Drop in Four Storey Lateral Load Resisting Building, National Conference on Recent Trends in Engineering & Technology, (pp. 1-5). Gujarat, 2011.