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Behavior of a Multistoried Building with and Without Infill Walls under Seismic Forces using STAAD.PRO


Author(s):

K.Satya Narasimha Rao , ANDHRA UNIVERSITY COLLEGE OF ENGINEERING; Anirudh Gottala, ANDHRA UNIVERSITY COLLEGE OF ENGINEERING; Dr. Shaik Yajdani, ANDHRA UNIVERSITY COLLEGE OF ENGINEERING

Keywords:

RCC Framed Buildings, In Filled Walls, High-Rise Building, Displacement

Abstract:

The effect of masonry infill panel on the response of RC frame subjected to seismic action is widely recognized and has been subject of numerous experimental investigations, while several attempts to model it analytically have been reported. In analytically analysis infill walls are modelled as equivalent static approach there are various formulae derived by research scholars and scientist for width of modelling. Infill behaves like compression between column and beam and compression forces are transferred from one node to another. In this study the effect of masonry walls on high rise building is studied. Static analysis on high rise building with different arrangement is carried out. For the analysis G+9 R.C.C framed building is modelled. The width is calculated by using equivalent static method. Various cases of analysis are taken. All analysis is carried out by software STAAD-PRO. Axial Force, Shear Force, Storey drift, Nodal displacement, bending moment is calculated and compared for all models. The results show that infill walls reduce displacement, time period and increase base shear. So it is essential to consider the effect of masonry infill for the seismic evaluation of moment resisting reinforced concrete frame.


Other Details:

Manuscript Id :IJSTEV2I1063
Published in :Volume : 2, Issue : 1
Publication Date: 01/08/2015
Page(s): 195-205
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