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Seismic Assessment of Multi Storey RCC Frame Structures by Nonlinear Static Analysis

Author(s):

Rajesh K. Mangalwedhe , GOVT. COLLEGE OF ENGG., AURANGABAD; Dr. S. A. Bhalchandra, GOVT. COLLEGE OF ENGG., AURANGABAD

Keywords:

RC Frame, Masonry Infill, Equivalent Diagonal Strut, Pushover Analysis

Abstract

In this paper, the effect of masonry infill on the seismic response of a five-storey reinforced concrete frame has been studied. Seismic analysis has been performed using Equivalent lateral force Method and pushover analysis for different reinforced concrete (RC) frame building models that include bare frame, brick infilled frame and concrete infilled frame. The results of bare frame, in-filled frame are discussed and conclusions are made for capacity curve, capacity spectrum curve, hinge formation, base shear and Displacement at various points. In modeling the infill panels the Equivalent diagonal Strut method is used and the software ETABS 2015 is used for the analysis of all the frame models.

Other Details

Paper ID: IJSRDV4I50749
Published in: Volume : 4, Issue : 5
Publication Date: 01/08/2016
Page(s): 1481-1484

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