0000-0002-1721-2355 Employment
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Publications (12)
- The ultimate shear capacity of CFS beam-to-beam connection with 3-bolted clip-angle and flange-strip Save
- Improved design method for beam-to-beam bolted moment connection of CFS connector Save
- Development of a new classification system for the cold-formed steel bolted clip-angle beam-to-column connections Save
- Experimental investigation and design of a cold-formed steel 2-bolt moment connection comprising a 2-bolted clip-angle and flange-cleat Save
- A Generic Design Approach for the Ultimate Shear Strength of the CFS Welded Moment Beam-to-Beam Connection Save
- A unified design model to assess the shear behaviour and ultimate strength of a cold-formed steel welded and bolted clip-angle connection Save
- New design shear method for the bolted CFS connector in a CFS beam-to-column connection Save
- Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat Save
- Improved Design Shear Method for the Bolted Cold-Formed Steel Clip-Angle Connector Save
- Improved design shear method of the bolted cold-formed steel clip-angle for serviceability Save