COMPARATIVE ASSESSMENT OF FLAT SLAB WITH SHEAR WALL AND BRACING SYSTEM FOR DIFFERENT BUILDING HEIGHTS

Earthquake is an herbal disaster; it creates sturdy floor actions that affect the structure. Small or vulnerable actions which could or might not be perceptible to humans. Shear partitions and bracings are set up to enhance the lateral stiffness, ductility and minimum lateral displacement, and protection of the structure. Bracing structures and shear partitions are most normally implemented in medium to tall homes to offer the rigidity, strength, and power dissipation required to face up to masses from earthquakes and wind. In this work, two main factors were considered, namely with shear walls and bracings for the ceiling structure. The Flat slab structure is modelled with the ETABS software and analysis for Response Spectrum analysis according to 1893: 2002. The Project work is carried out for (G+8), (G+10), and (G+12) stories of structure and the analysis for 12 different models, Flat slab with shear partitions and Bracing System. From assessment various parameters, the Flat slab with shear Partition effects with the values of Story Displacement and Drift is decreased and the values of Story Stiffness and Shear is better than flat slab with the bracing system. It can be concluded that the flat plate with the wall plate is the highest choice compared to all other models, while a flat slab with bracings remains the second choice