R.C.C Framed High Rise Building Under Different Seismic Zones

Authors

  • Anurag Saraogi Student, Department of Civil Engineering, Prashanti Institute of Technologies and Sciences, Ujjain, India
  • Rahul Sharma Assistant Professor, Department of Civil Engineering, Prashanti Institute of Technologies and Sciences, Ujjain, India

Keywords:

RCC, High rise building, Seismic zones

Abstract

The present project aims at comparing the cost of steel and concrete required for conventional strip foundation and Angle Shaped foundation. The effect of seismic zones, the effect of aspect ratio and the effect of height of structure are also the parameter to be studied on tall structure. Analytical study carried out for 48 numbers of cases. The foundation type considered for 48 cases are conventional strip foundation and T-Shaped foundations under different seismic zone (2,3,4 and 5) and the different aspect ratio (20mX40m, 20mX60m, 20mX60m, 20mX80m, 20mX100m) and different height of high rise buildings. The study also provides the percentage reduction of quantity of steel and concrete from conventional footing to Angle Shaped footing.

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Published

08-12-2020

Issue

Vol. 3 No. 12 (2020)

Section

Articles

License

Copyright (c) 2020 Anurag Saraogi, Rahul Sharma

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
A. Saraogi and R. Sharma, “R.C.C Framed High Rise Building Under Different Seismic Zones”, IJRESM, vol. 3, no. 12, pp. 12–14, Dec. 2020, Accessed: Dec. 21, 2024. [Online]. Available: https://journal.ijresm.com/index.php/ijresm/article/view/396