Hi am Nitin i like to get detailes of high rise buildings pdf as i need information for my seminar. I am studying in REVA college
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The effect of masonry infill panel on the response of RC frames to seismic action is widely recognized and has been the subject of numerous experimental investigations, while several attempts to model it have been reported. In this thesis, The Behaviour of R.C.C High-Rise Building, Under Earthquake Load by Adopting Linear Dynamic Analysis is being done and the behavior of building with and without in seismic load seismic load is explored. Infill behaves like compression strut between column and beam and compression forces transfers from one node to another. In this study, the effect of masonry walls on high-rise building is studied. Dynamic analysis i.e., response spectrum analysis on high-rise building with and without infill walls is carried out. For the analysis +, 20-story R.C.C. Framed building is modeled. Earthquake response spectrum is applied to the models. Various cases of analysis in zone II & IV are taken. All analysis is carried out by ETABS software. Base shear, storey displacement, story drift is calculated and compared for all models. The results show that infill walls reduce displacements, drift and time-period and increases base shear. Therefore, it is essential to consider the effect of masonry infill for the seismic evaluation of moment resisting reinforced concrete frame.