Lack of fit in steel structures

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

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

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

Behaviour of lockbolts in slip-resistant connections for steel structures

Re-evaluation of the shear criterion for RHS overlap joints