EVALUATION OF PERFORMANCE LEVEL OF SYMMETRIC AND ASYMMETRIC BUILDING BY AD OPTING A DUAL SYSTEM OF FRAMING

In the common practice, the building in the earthquake prone areas are very much easily influenceable to severe damage. The structure used to be designed in the earthquake prone areas the design shall not only be consider to withstand the gravity load but also the lateral load which will create the high stresses and structure may be safely resists the sei smic forces. Here the study is carried out to analyze the behavior of both the symmetric with asymmetric building under seismic forces by considering the building with the dual system were the building along with the rcc members also includes the shear wal l. Amongst the other lateral load resisting system the shear wall is the most widely used to resists the lateral loads in the world of construction.The effects of placing the shear wall at different position in the building models were the building does no t contains the brick or infill walls in the buildings. The seismic analysis includes the linear and non - linear static method and the linear dynamic method of analysis. The displacements at each storey level has been compared by performing static method and response spectrum method for all the building models symmetric as well as asymmetric.