Analysis Of A Multistoried Building In Different Soil Conditions With Different Seismic Zones Of India

International Journal of Civil Engineering

© 2019 by SSRG - IJCE Journal

Volume 6 Issue 5

Year of Publication : 2019

Authors : Kaveri, Guramma, Muttamma, Neelamma Kawati, Saksheshwari

10.14445/23488352/IJCE-V6I5P103

How to Cite?

Kaveri, Guramma, Muttamma, Neelamma Kawati, Saksheshwari, "Analysis Of A Multistoried Building In Different Soil Conditions With Different Seismic Zones Of India," SSRG International Journal of Civil Engineering, vol. 6,  no. 5, pp. 11-15, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I5P103

Abstract:

Earthquakes are the natural phenomenon which can happen suddenly and can cause vast destruction. Most of the Indian land is insecure because of the vibrations caused by earthquakes. In the other sense, it is impossible to prevent the occurrence of earthquakes. But the damages can be controlled by means of effective seismic designs. The present investigation's main focus is to evaluate multi-storeyed building performance with and without infill walls under various seismic zones and soil conditions. The analysis is carried out by ETABS software. The present work provides a good source of information on the parameters shear force, bending moment, and base shear. The equivalent static force method is considered for the analysis, and comparative results are drawn.

Keywords:

RCC frame structure, base shear, shear force, bending moment, ETABS.

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