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

Authors

  • Sudha Lakda RSR Rungta College of Engineering and Technology, Kohka, Bhilai, Chhattisgarh, India Author
  • Sudha Lakda 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. The design must fulfil various parameters which include economical structure, durability and serviceability. But taking these points in mind it becomes very difficult for an Engineer to fulfil all these requirements at a time when a design is performed manually. 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

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Section

Research Articles

How to Cite

Sudha Lakda, Sudha Lakda, & Lokesh Singh. (2024). Seismic Analysis of G+10 Structure Considering Flat Slab Using ETAB Software. International Journal of Scientific Research in Civil Engineering, 8(5), 108-115. https://ijsrce.com/index.php/home/article/view/IJSRCE24859

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