Dynamic Analysis Of Structure With and Without Shear Wall
Nagesh Javir, Prof.S.S.Mane
The main criterion these days in designing RCC structures in seismic zones is be in command of lateral displacement ensuing from sideways forces. In this thesis effort has been made to examine the effect of Shear Wall position on lateral displacement and Storey Drift in RCC Frames. Two types of structures are considered, out of which one is bare frame model i.e. without shear wall and for remaining model shear wall is considered in the interior of the building. Both the models are analyzed for Response Spectrum Method i.e. Linear Dynamic Analysis. And after the analysis, obtained results are compared with respect to storey displacement, storey shear, base shear, and natural period for all the three models and then by comparing the results optimum location of shear wall is determined.