Bases for design of tube to tube joints with circular hollow sections

Self-centering column base connections with friction dampers

A Deformation history-based approach for ultra-low cycle fatigue damage evaluation of steel structur

Design of SupaCee sections subject to web crippling under one-flange load cases

Performance-based design of fire-protected composite beams with web openings

Reliability- based optimization of steel truss arch bridges

Motion-based optimum design of a slender steel footbridge and assessment of its dynamic behaviour

Site-ready bridge eases installation. Bridge 3, Darlington Upgrade Project, Adelaide [KBR, Jacobs an

High performance water-based barrier coatings for the corrosion protection of structural steel

Reliability-based performance indicators for structural members