During Earthquake the structural behavior varies not only by the response of superstructure but also with the response of soil beneath. In the past, conventional analysis is carried out taking the fixed base. The structure is analyzed using software called SAP2000.IS 1893-2002 design code is used for soil structure system. To resist large horizontal loads, shear walls are used. The geometrical configuration of these shear walls alters the response of the structure. In the present study, RC framed building of 4, 6, 8 and 12 storeys with various locations of shear walls resting on different types of soils subjected to seismic loading. The type of soil is based on the values of Shear modulus and Poisson?s ratio. In this paper as the difference in soil with varying storey height and shear wall, the variation of natural period and base shear is observed. Study shows that the natural period is giving lower value in Shear wall 02.This study also shows the value of Base shear is highest in the case of without shear wall which is rested on soft soil.