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This study aims to model and study G+14 RCC building with different geometrical configurations and provision of shear wall at different location for zone IV and V. The various parameters like Lateral displacement, Storey drift, Drift ratio, Base Shear are compared for building models developed by using SAP2000 with and without shear wall. The provision of shear wall in multistoried building in zone V improved lateral load carrying capacity and also other parameters are enhanced in comparison with building in zone IV. Keywords—shear wall ; lateral displacement; drift ratio; base shear

Modelling and Analysis of Irregular Geometrical Configured RCC Multi-Storey Building Using Shear Wall