49 records found
1
Discussion
Current static design guidance for hollow-section joints
Background of the new RHS joints strength equations in the IIW (2009) recommendatiaons
FE analysis for welded hollow-section joints and bolted joints
Further research on chord length and boundary conditions of CHS T- and X-joints
Re-evaluation of the moment capacity of CHS joints
Design guide for rectangular hollow section (RHS) joints under predominantly static loading (2nd ed)
Joints between plates or I sections and a circular hollow section chord
Evaluation of the new IIW CHS strength formulae for thick-walled joints
New IIW (2008) static design recommendations for hollow section joints
Design guide for circular hollow section (CHS) 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)
Reanalysis of the moment capacity of CHS joints
Ultimate strength formulation for axially loaded CHS uniplanar T-joints
Effect of chord load on ultimate strength of CHS X-joints
Chord stress function for K gap joints of rectangular hollow sections
Chord stress functions for K gap joints of rectangular hollow sections
The effect of chord load on the ultimate strength of CHS X-joints
