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Seismic Analysis on Different Plan Configuration of G+11 RC Building

Author(s):

B. Neha Beldar , GURU NANAK DEV ENGINEERING COLLEGE, BIDAR; Prof. B Neha Kumari, GURU NANAK DEV ENGINEERING COLLEGE, BIDAR

Keywords:

Plan Configuration, Plan Shape Shear Wall, Equivalent Static Method, Response Spectrum Method, Base Shear (Vb), Maximum Storey Displacement, Maximum Storey Drift, Overturning Moment, Time Period

Abstract

In order to compete with the ever growing competent market, it is important for a structural engineer to save time. As a sequel to this, an attempt is made to analyze and design a Multi-storied Building by using a software package called ETABS. For analysing a multi storied building one has to consider all the possible loadings and see that the structure is safe against all possible loading conditions. There are several methods for seismic analysis of different plan configuration of RC buildings like linear analysis and non-linear analysis. Further in linear or non-linear analysis, static and dynamic is to be considered. Here in this project, linear dynamic analysis by response spectrum method is adopted. The present project deals with the seismic analysis of a multi-storeyed RC building of G+11 of different plan configuration. Different responses like base shear, story displacement, storey drift, overturning moments, modal time period and frequencies are plotted for present zone and type of soil. ETABS – 2016 with its new features surpassed its predecessors and competitors with its data sharing capabilities with other major software like AutoCAD and MS – Excel.

Other Details

Paper ID: IJSRDV6I110217
Published in: Volume : 6, Issue : 11
Publication Date: 01/11/2019
Page(s): 290-297

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