Abstract
A few past examinations have shown that the level section building development has deficient horizontal burden obstruction due to seismic activity. Models for ordinary structure frameworks, as well as G+5, G+7, and G+9 story level chunk developments to work on seismic execution. A solid sidelong burden opposing framework is expected for level chunk development frameworks, were built as a feature of the current work. The undifferentiated from two method such as Equivalent Lateral Force (ELF) Analysis & Response Spectrum Analysis were completed utilizing IS 1893 2016 For horizontal burden opposition, a few kinds of steel propping were demonstrated on level section structures, and seismic examination was finished.. Greatest story dislodging, most extreme between story drift, base shear, and major regular time periods were analysed among propped and unbraced models. The study shows that use of steel bracings as a lateral load resisting system on flat slab building enhances the seismic perf