Jack hangar for high flier (Strarch)

Safety matters: why experience and communication are key to managing risk

Continuous bracing requirements for constrained-axis torsional bracing

Weld effective lengths for round HSS cross-connections under branch axial load

Flexural behavior of concrete-filled double-skin tubes subject to blast loading

Simplified design equations for plate-to-CHS T and X joints for use in codes

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

Investigation of weld effective length rules for CHS X-connections

Development of a fatigue experiment for the stiffener-todeck plate connection in orthotropic steel d

Numerical investigation of fillet welds in HSS-to-rigid end-plate connections