Improved Design Shear Method for the Bolted Cold-Formed Steel Clip-Angle Connector Read More » July 24, 2026
Shear capacity of the cold-formed steel beam to column welded moment connection using clip-angle and flange-cleat Read More » July 24, 2026
Improved design shear method of the bolted cold-formed steel clip-angle for serviceability Read More » July 24, 2026
New design shear method for the bolted CFS connector in a CFS beam-to-column connection Read More » July 24, 2026
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat Read More » July 24, 2026
A Generic Design Approach for the Ultimate Shear Strength of the CFS Welded Moment Beam-to-Beam Connection Read More » July 24, 2026
A unified design model to assess the shear behaviour and ultimate strength of a cold-formed steel welded and bolted clip-angle connection Read More » July 24, 2026
Experimental investigation and design of a cold-formed steel 2-bolt moment connection comprising a 2-bolted clip-angle and flange-cleat Read More » July 24, 2026
Development of a new classification system for the cold-formed steel bolted clip-angle beam-to-column connections Read More » July 24, 2026
Improved design method for beam-to-beam bolted moment connection of CFS connector Read More » July 24, 2026
