Shear Deformation of Seismic Force Resisting System Considering Different Aspect Ratio

Effectiveness and role of seismic force resisting system during earthquake is vital to be studied as most of the buildings constructed earlier and at present are having these system in them so that buildings can perform as earthquake resistant RC buildings. Shear walls commonly fail in shear and Flexure. So Shear deformation should be included in the analysis of shear wall systems. Wall aspect ratio and configuration are the factors affecting behaviour of structural walls especially their deformation capacity. As a part of research, Assessment of Shear Deformation of Shear wall building considering different Aspect ratio and Building with Bracing system under different configuration need to be explored more to know its shear deformation behaviour. In this work, G+9 & G+19 building with same geometry and configuration having shear wall under different Aspect ratio and two Bracing system X- Bracing & V- Bracing under different configuration are assessed for their shear deformation during earthquake. Response Spectrum analysis of 10 storey, and 20 storey building is done. All models are compared for Parameters Like, roof displacement, and Base shear.