Discussion

Further research on chord length and boundary conditions of CHS T- and X-joints

Background of the new RHS joints strength equations in the IIW (2009) recommendatiaons

Re-evaluation of the moment capacity of CHS joints

FE analysis for welded hollow-section joints and bolted joints

Current static design guidance for hollow-section joints

Joints between plates or I sections and a circular hollow section chord

Design guide for rectangular hollow section (RHS) joints under predominantly static loading (2nd ed)

Evaluation of the new IIW CHS strength formulae for thick-walled joints

Reanalysis of the moment capacity of CHS joints

New IIW (2008) static design recommendations for hollow section joints

Joints between plates or I sections and a circular hollow section chord

Evaluation of new CHS strength formulae to design strengths

Comparison of the new-IIW (2008) CHS joint strength formulae with those of the previous IIW (1989) and the new API (2007)

Design guide for circular hollow section (CHS) joints under predominantly static loading (2nd ed)

Chord stress functions for K gap joints of rectangular hollow sections

Chord stress function for rectangular hollow section X and T joints

Chord stress function for K gap joints of rectangular hollow sections

The effect of chord length and boundary conditions on the static strength of CHS T- and X-joints

The effect of friction coefficient on the cyclic behaviour of bolted beam-to-RHS column connections