ABSTRACT— The presence of the infill material in a building create some resistance against lateral loads in the building. The present study is based on interaction of Open Ground Storey (OGS) Framed Building with different infill conditions against earthquake. Results are compared from Response spectrum analysis. Models are created using CYPECAD-2018 analysis software, as per the suggestions given in Indian earthquake code IS 1893:2002 and 2016. The usefulness of relevant code has been checked in this research work.

Keywords— Open Ground Storey, strength, stiffness, infill material, Response spectrum method.