Seismic response of exterior RC column-to-steel beam connections

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Engineered Cementitious Composites (ECC) Material, Structural, and Durability Performance (2008, unknown): “11) and the beam-column connection (Parra-Montesinos and Wight, 2000) studies highlighted in the previous section, where shear stirrups were completely eliminated.”
On Engineered Cementitious Composites (ECC) (2003, background): “Structural elements tested under fully reversed cyclic loading include beam [17, 18], column [19], beam-column connections [ 20 ], infill walls [18, 21], frames [22], bridge pier [23], coupling beams [ 24 ] and damping elements [25], amongst others.”
On the emergence of 3D printable Engineered, Strain Hardening Cementitious Composites (ECC/SHCC) (2020, background): “Several studies [31,32] illustrated that the amount of shear reinforcement can be minimized or eliminated altogether, all the while, maintaining structural performance in fully reversed cyclic loading.”
Rheology, fiber dispersion, and robust properties of Engineered Cementitious Composites (2013, background): “It has been demonstrated experimentally that R/ECC structural members, such as beams [4], columns [5], walls [6], and connections [7] surpass M.”