The seismic performance of hybrid steel structures that use steel bracings and concrete shear walls as lateral force-resisting elements is examined in this research. The study looks at the displacement, responses, and plate stresses that the structural models under earthquake loading undergo, with a particular focus on seismic Zone-V, which stands for areas with the greatest seismic activity. The findings demonstrate the substantial influence of seismic forces in these areas by showing that structures in Zone-V show the greatest displacement and reactivity. Furthermore, plate stresses increase in proportion to the seismic zone's intensity, highlighting the increased strain on building components. Notwithstanding these difficulties, the hybrid bracing and shear wall system is remarkably successful in reducing seismic stresses, guaranteeing structural stability and resilience in the event of an earthquake. This study emphasizes how crucial it is to choose structural systems that are suitable for seismic risks, especially in high seismic zones, and how effective hybrid systems are in improving seismic performance.