Steel bridge goes above and beyond. Deakin University Burwood Link [Watson Architecture + Design, WS

Shear performance of steel thin sheet to thick plate bolted connections

Fatigue behaviour of high performance steel beams

Analytical and numerical analysis on a new type of of bolted connection for modular construction

Designing for torsion in open section steel members

Collapse of unusual hybrid concrete and steel strand truss on school roof

Specifying reused structural steel

Axial shear flexural interaction behaviour

Strength evaluation of end-plate connections using stiffness reduction factor

A Study on cold-formed steel lipped channel flexural members