This document analyzes the effect of bracing patterns on the structural stability of tall rectangular-shaped buildings under wind loads. Four 40-story reinforced concrete buildings with a height of 120 meters and a rectangular shape were modeled with different bracing patterns: ordinary moment frame, X-bracing, V-bracing, and inverted V-bracing. The buildings were analyzed using STAAD.Pro software and loaded based on Indian codes for dead, live, and wind loads. Results show that the X-braced building had the lowest displacements and joint rotations, making it the most structurally stable configuration, followed by V-bracing. The ordinary moment frame and inverted V-braced buildings performed the worst under wind