RHS tubular sections grade C450. Plate slenderness limits

End plate - stiffener connection for SHS Column and RHS beam in steel-framed building modules

Sidewall buckling of equal-width RHS truss X-joints

Behaviour of RHS beam-to-column bolted steel connections

Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces

Re-evaluation of the shear criterion for RHS overlap joints

Elasto-plastic behaviour of composite beam connected to RHS column, experimental test results

Investigation of weld effective length rules for RHS overlapped K-connections

Influence of the angle in the strength of RHS K-joints

Development of component stiffness equations for bolted connections to RHS columns