Abstract The aim of this research is to provide an alternative for the conventional design beam‐to‐column connections in building structures. new performed by means Structural Topological Optimization and executed additive manufacturing with steel. Regarding methodology, joint that would be manufactured methods (i.e. welded bolted plates) modelled finite elements first place. Its behavior obtai...

Abstract The loss of support beam elements in Italian precast buildings is one the main vulnerabilities recorded past earthquakes. reason for falling due to absence adequate structural details beam-column joints, which were typically relying on friction located regions previously classified as non-seismic prone. To guarantee safety whole existing building stock, this collapse mechanism must be ...