Seismic Behaviour of Reinforced Concrete Buildings Under Dynamic Frequency Pattern by Using Etabs For (G+5, G+10) Section in Zone V

Authors

  • Khumesh Kumar Bharti vishwavidyalaya Durg Chhattisgarh, India Author
  • Bhojram Bharti vishwavidyalaya Durg Chhattisgarh, India Author

DOI:

https://doi.org/10.32628/IJSRCE

Keywords:

Earthquake, Generates Seismic Waves, Seismic Design

Abstract

Earthquake is the result of sudden release of energy in the earth’s crust that generates seismic waves. Ground shaking and burst are the significant impacts produced by tremors. It has social just as monetary outcomes, for example, causing passing and injury of living things particularly individuals and harms that assembled and regular habitat. In order to take precaution for the loss of life and damage of structures due to the ground motion, it is important to understand the characteristics of the ground motion. Earthquakes are one of the greatest natural disasters to human life and properties. Following lessons from previous earthquake disasters, the performance-based seismic design is increasingly accepted by engineers to prevent seismic disasters. In performance-based seismic design, realistic and reliable design response spectra are required to reliably and accurately predict responses of designing structures.

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References

Baghchi, Evaluation of the Seismic Performance of Reinforced Concrete Buildings, Ottawa: Department of Civil and Environmental Engineering, Carleton University, 2001.

T. Cakir, "Evaluation of the effect of earthquake frequency content on seismic behaviour of cantiliver retaining wall including soil-structure interaction," Soil Dynamics and Earthquake Engineering, vol. 45, pp. 96-111, 2013.

S. K. Nayak and K. C. Biswal, "Quantification of Seismic Response of Partially Filled Rectangular Liquid Tank with Submerged Block," Journal of Earthquake Engineering, 2013.

"Pacific Earthquake Engineering Research Center: NGA Database," 2018. [Online]. Available: http://peer.berkeley.edu/nga/data?doi=NGA0185.

IS 1893 (Part1), Indian Standard CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES PART 1, 6.1 ed., New Delhi 110002: Bureau of Indian Standards, 2002.

IS 1893 (Part1), Indian Standard CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES PART 1, 6.1 ed., New Delhi 110002: Bureau of Indian Standards, 2016

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Published

20-09-2024

Issue

Section

Research Articles

How to Cite

Khumesh Kumar, & Bhojram. (2024). Seismic Behaviour of Reinforced Concrete Buildings Under Dynamic Frequency Pattern by Using Etabs For (G+5, G+10) Section in Zone V . International Journal of Scientific Research in Civil Engineering, 8(5), 71-77. https://doi.org/10.32628/IJSRCE

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