The Seismic Analysis of RCC Structure with Column Beam System and Slab Shearwall System

In the present scenario the high raised concrete buildings are increasing day-by-day in construction field. Construction became one of the significant sectors of Indian economy and is the major part of the development. For growing population the speed of construction needs to be given greater importance especially for large housing projects. And performance of structures under frequently occurring earth quake ground motions resulting in structural damages as well as failures have repeatedly demonstrated the seismic vulnerability of existing buildings, due to their design based on gravity loads only or inadequate levels of lateral forces. This necessitates the need for design based on seismic responses by suitable methods to ensure strength and stability of structures. Shear wall systems are one of the most commonly used lateral load resisting systems in high rise buildings. At present construction the typical floor plan in a structural system of high raised concrete buildings can be easily done by slab-wall form compared to column-beam system and the behaviour of the building under gravity and lateral loads is analysed by using ETABS 2015 version software for G+9 building. Comparing various parameters such as storey drift, deflection, etc., of a building under lateral loads based on strategic positioning of shear walls. Based on linear and nonlinear analysis procedures adopted, the effect of shear wall location on various parameters are to be compared.