Seismic Analysis of G+10 Structure Considering Flat Slab Using ETAB Software : A Review

Authors

  • Sudha Lakda RSR Rungta College of Engineering and Technology, Kohka, Bhilai, Chhattisgarh, India Author
  • Pradeep Nirmal RSR Rungta College of Engineering and Technology, Kohka, Bhilai, Chhattisgarh, India Author
  • Lokesh Singh RSR Rungta College of Engineering and Technology, Kohka, Bhilai, Chhattisgarh, India Author

Keywords:

Response Spectrum Analysis, Flat Slab, Flat Slab with Perimeter Beam, ETABS, Story Displacement, Story Stiffness, Story Drift, Time Period

Abstract

Civil Engineers are facing a great challenge in structural designing. This digital tool used in civil engineering and comparing their results by taking in mind the requirements of the above points. In this research process a building is taken for analysis and design on well-known Software ETABS. In this study we are comparing a G+10 High rise building frame considering three different slab conditions i.e. conventional slab, flat slab and flat slab with staggered beams. For analysis we are utilizing analysis tool etabs.

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References

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Published

28-09-2024

Issue

Section

Research Articles

How to Cite

Sudha Lakda, Pradeep Nirmal, & Lokesh Singh. (2024). Seismic Analysis of G+10 Structure Considering Flat Slab Using ETAB Software : A Review. International Journal of Scientific Research in Civil Engineering, 8(5), 101-107. https://ijsrce.com/index.php/home/article/view/IJSRCE24858

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