CASE STUDY ON SLENDER MULTI-STOREY RC BUILDING WITH BRICK INFILL

N.Jayaramappa, Santhosh D

Abstract: Earthquakes are natural hazards under which disasters are mainly caused by damage or collapse of buildings and other man-made structures. It should be noted that 70 to 80 % of buildings of urban areas in India fall under the classification of soft storey according to IS 1893 (2002) Part-I. In analysis and design of the high rise building generally do not consider the effect of the brick masonry infill and design it by considering bare frame. Here to observe the effect of brick masonry infill and without infill in analysis of plane frame. The main focus of the work is to carry out analysis of existing slender RC brick infilled building located at Bangalore, using ETABS 9.7.1. The analysis is carried out on RC bare frame with beam and column having dimension 150x450mm, RC frame with brick infill with openings for doors and windows, for different zones like 2,3,4, and 5. And also the analysis is done on same RC frame with brick infill with openings for revised beam and column dimension 230x450mm with different zones 2,3,4, and 5. In second part of work is carried out the pushover analysis on a RC frame building and comparing the results with RC bare frame and RC frame with brick infill with opening

Keywords: SLENDER MULTI-STOREY

DOI: https://doi.org/10.15623/ijret.2014.0318041