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Comparative Study on Linear Dynamic Analysis of Multi Storied Building in Different Zones

Author(s):

Miss. Shwetaa Yelne , B. D. C. E Sewagram; Dr. G. D. Dhawale, B. D. C. E Sewagram; Prof. M. R. Nikhar, B. D. C. E Sewagram

Keywords:

Equivalent Static Analysis, Response Spectrum Analysis, Base Shear, Lateral Force, overturning Moment, Story Drift

Abstract

The analysis of a structural system to determine the deformations and forces induced via extranal loads or ground excitation is the fundamental step in the design of a structure to resist seismic forces. Many methods are available from linear analysis to a sophisticated nonlinear analysis depending on the purpose of the analysis in the design process. In this paper seismic response of a residential G+12 RC frame building is analysed by the linear analysis approaches of Equivalent Static Lateral Force and Response Spectrum methods using STAAD.Pro software as per the IS- 1893-2002-Part-1. These analysis are carried out by considering different seismic zones, medium soil type. Different response like lateral force, overturning moment, story drift, displacements, base shear are plotted in order to compare the results of the static and dynamic analysis.

Other Details

Paper ID: IJSRDV5I51264
Published in: Volume : 5, Issue : 5
Publication Date: 01/08/2017
Page(s): 1312-1316

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