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Effect of Opening in Infill Wall for Sesmic Load

Author(s):

Manisha Namdeorao Nikoshey , KDK COLLEGE OF ENGINEERING,NAGPUR; R. V. R. K Prasad, KDK COLLEGE OF ENGINEERING,NAGPUR

Keywords:

Shear Wall, Steel Bracing, Infill Wall, Stiffer Column, Non-Linear Time History, E-TAB 2016

Abstract

The effect of infill walls to stiffness of the structure has been known for a longtime and this effect has taken many of the earthquake regulations with empirical relationship and equation into account. However, in strength based calculation, building are taken as bare frame and infill walls are affected as vertical load to system, whereas infill walls contribute to stiffness at the beginning of the earthquake and help meet seismic loads by incurring damage during an earthquake. In this study, contribution of infill walls to stiffness of the structure will analyze in reinforced concrete framed buildings. Also, the effect of opening in the infill walls to stiffness will examin.

Other Details

Paper ID: IJSRDV7I30935
Published in: Volume : 7, Issue : 3
Publication Date: 01/06/2019
Page(s): 1277-1280

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