Abstract: The hysteretic loops of the embedded‐type column‐to‐footing connection, subjected to seismic loading, can be classified into three types, namely (1) Elastic‐plastic with sufficient deformability; (2) pinching type with ...

Abstract: The strength of a wide-flange section column-to-beam connection with split-tee stubs is dominated by out-of-plane deformation of flange plate for the wide-flange section column, especially when transverse stiffeners in the ...

Abstract: Subassemblage tests were conducted on the panel zone within steel beam-to-concrete filled steel tube (CFT) column moment connections made from high-strength material to investigate their elastoplastic behavior. The writers ...