Seismic Analysis of A G+13 Structures under Seismic Loading Condition Using Etabs

Authors

  • Ashish Patel Department Of Civil Engineering, Infinity College of Management and Engineering, Sagar, Madhya Pradesh, India Author
  • Rahul Sathbhaiya Department Of Civil Engineering, Infinity College of Management and Engineering, Sagar, Madhya Pradesh, India Author

Keywords:

Seismic resilience, seismic analysis, G+13 story building, Building Response Simulation

Abstract

This study delves into the critical issue of seismic resilience for structures founded on soft soil conditions in a highly seismic region – Zone V. Leveraging the capabilities of ETABS software, a comprehensive analysis is undertaken to evaluate the structural response under earthquake loads. The focus is on quantifying key parameters that directly influence seismic performance: maximum story displacement, story shear force, overturning moment, and story drift. The comprehensive findings of this study will be instrumental in establishing design guidelines and retrofitting techniques specifically tailored for structures on soft soils in high seismic zones. The analysis will be further enriched by incorporating a suite of earthquake ground motions representative of Seismic Zone V. This will ensure the validity and applicability of the results to real-world scenarios with high seismic risk.

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References

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Published

30-11-2024

Issue

Section

Research Articles

How to Cite

Ashish Patel, & Rahul Sathbhaiya. (2024). Seismic Analysis of A G+13 Structures under Seismic Loading Condition Using Etabs. International Journal of Scientific Research in Civil Engineering, 8(6), 29-34. https://ijsrce.com/index.php/home/article/view/IJSRCE24866

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