Seismic Analysis Of Multi Story Rc Building With Shear Wall Using Staad Pro

Abstract

The research work is dedicated to Shear walls have high in plane stiffness and strength that you can use to concurrently resist large horizontal loads and support gravity loads which makes them quite beneficial in lots of structural engineering programs. The shear wall is going to be introduced within the presented structure at appropriate locations and also the analysis is done for static loads caused because of earthquakes. An RCC building of 11 floors placed exposed to earthquake loading in Zone -V is considered in this case. An earthquake load is calculated by seismic coefficient method using IS 1893(PART-I):2002. The 3 different installments of shear wall position for 11 floor building happen to be examined later. This analysis can help in achieving safety against earthquakes in addition to maintaining your versatility from the frame structure intact. It's came to the conclusion that incorporation of shear wall is becoming inevitable in multistory structures to face up to lateral forces. The kind II shear wall suggested within this analysis turns out to be more effective and can achieve maximum safety towards earthquakes in Zone -V.