Non-Linear Static Analysis of Reinforced Concrete Buildings with Different Location of Shear Walls

This paper presents a non-linear static analysis (pushover analysis) of reinforced concrete (RC) buildings with various shear wall locations to determine the most effective configuration for seismic performance. A G+14 storey RC building was modeled in SAP2000 with different shear wall arrangements, and results were compared based on base shear capacity, displacement, ductility, and time period. The study demonstrates that shear wall placement significantly affects structural performance under seismic loads.