Project Tag: Beam-to-column joints

Design of Self-Centring Moment Resisting Steel Frames: Preliminary Finite Element Analysis for Quasi-Static and Dynamic Tests Through high-fidelity Finite Element Analysis (FEA), this research contributes to the design of Self-Centring Moment-Resisting Steel Frames (SC MRFs) for seismic resilience. As part of the SC-RESTEEL project, it focuses on validating the performance of novel Self-Centring Beam-to-Column Joints…