D.E. Beskos

The impact of soil-structure interaction on the hybrid force-displacement seismic design method for steel moment-resisting frames

This study investigates the influence of soil–structure interaction (SSI) on the Hybrid Force–Displacement (HFD) seismic design method for steel moment-resisting frames (MRFs). The HFD method, which combines the benefits of force-based and displacement-based design, is extended t...