Performance-Based Assessment of G+8 Story Building

The dynamic analysis employed seven sets of representative ground motions scaled to site-specific seismic hazard levels. These simulations assessed global and local performance metrics, providing detailed insights into the capacity, ductility, and collapse prevention mechanisms of the structure. The project was executed in collaboration with the National University of Sciences and Technology (NUST) and aligned with international guidelines for performance-based design, ensuring the safety and longevity of the infrastructure. Services: Performance-based seismic assessment, nonlinear finite element modeling, structural simulation, dynamic analysis. Keywords: seismic analysis, nonlinear modeling, G+8 building, Islamabad, ETABS, pushover, dynamic response, earthquake engineering, structural resilience, NUST, Bendcrete.