Dynamic Analysis of R.C. Framed Buildings with Finite Element Method Using Site Specific Response Spectra

International Journal of Civil Engineering

© 2019 by SSRG - IJCE Journal

Volume 6 Issue 8

Year of Publication : 2019

Authors : Dhritiman Mondal , Amit Shiuly

10.14445/23488352/IJCE-V6I8P105

How to Cite?

Dhritiman Mondal , Amit Shiuly, "Dynamic Analysis of R.C. Framed Buildings with Finite Element Method Using Site Specific Response Spectra," SSRG International Journal of Civil Engineering, vol. 6,  no. 8, pp. 34-38, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I8P105

Abstract:

For earthquake resistant design of the structure, proper dynamic analysis is very much necessary. In the present study, an attempt has been made to carry out the nonlinear dynamic analysis of R. C. framed buildings of different heights. The buildings have been analyzed by nonlinear dynamic method using finite element software-ABAQUS considering a site-specific response spectrum of the Kolkata region. Linear dynamic analysis has also been carried out by STAAD-Pro v8i. These results have been compared in terms of story drift and shear. The results show significance. The differences of the two different software packages for the different story buildings.

Keywords:

Nonlinear dynamic analysis, linear dynamic analysis, site-specific response spectra.

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