Discussion

FE analysis for welded hollow-section joints and bolted joints

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

Re-evaluation of the moment capacity of CHS joints

Current static design guidance for hollow-section joints

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

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

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

Reanalysis of the moment capacity of CHS joints

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

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

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

The effect of chord load on the ultimate strength of CHS X-joints

Chord stress function for K gap joints of rectangular hollow sections

Ultimate strength formulation for axially loaded CHS uniplanar T-joints

Effect of chord load on ultimate strength of CHS X-joints