Abstract: Short, shear yielding links are preferred in eccentrically braced frames (EBFs) because of their demonstrated excellent strength, stiffness, and energy‐dissipation capacity. Longer flexural yielding links, however, can ...

Abstract: Cyclic‐loading tests were conducted on eight large‐scale welded flange‐bolted web steel moment connections. The objective was to investigate the need for supplemental welds on the beam web connection, for beam sections ...