Abstract
Abstract: In this study, a comparative analysis of the seismic performance of a number of different building models was made using the STAAD.Pro software. The main purpose is to measure and compare the behavior of different buildings under seismic loads. The decision model includes changes in external properties such as shear walls at different locations, and analyzes are made for the link between horizontal and vertical forces, reactions and moments. The results provide useful information regarding the behavior of each structure under seismic forces. The maximum combined horizontal displacement (X) for the Model-2 is 165 mm, indicating significant movement in the X direction. The Model-5's maximum combined horizontal displacement (Z) is 171mm, meaning there is more horizontal movement in the Z direction. For Combined Vertical Displacement (Y), the Model-2 experienced the highest vertical displacement at 21.7mm. The results of this comparison provide important guidance for improving building configurations to improve their seismic performance. The results can assist in decision making during design and construction, making construction safer and stronger than many buildings in earthquake zones.
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