توضیحات

Seismic Performance Evaluation of the Designed Steel Structure In this project, the seismic performance of the designed steel structure was assessed using both static and dynamic analysis methods. The nonlinear behavior of structural members and connections was simulated through detailed numerical modeling. The target performance level was defined based on seismic hazard levels and relevant code provisions. The analysis results indicated that the structure possesses adequate capacity to resist the applied seismic loads.