This document summarizes and compares the results of analyzing a 15-story building model with and without shear walls, using ETABS software. Key findings include:
1. The model with shear walls had lower maximum displacements and story drifts under both earthquake and wind loading compared to the model without shear walls.
2. Analysis of torsional irregularity found the model without shear walls to be regularly shaped, while the model with shear walls was found to have extreme torsional irregularity in the upper stories under earthquake loading in the Y-direction.
3. In conclusion, the addition of shear walls improved the building's performance under lateral loads by reducing displacements and drift, though it introduced torsion