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This document summarizes research on large seismic steel beam-to-column connections. Two connection specimens were tested. Specimen 1 had a rectangular T-section stem welded between the beam and column, while Specimen 2 had a U-shaped stem. Both experienced minimal beam deformation and energy dissipation through plastic bending of the T-section flanges, preventing buckling of the beam. The connections avoided weld failures seen in other designs by using bolted T-sections between the beam and column, requiri

Author

RigobertoGuerra

Language

EN