Erection of the cable net roof for the London 2012 Olympic Stadium

Designing for torsion in open section steel members

Ultimate behaviour and design of cold formed steel square hollow section members

Numerical investigation on shear deflection of steel welded I sections with varying span to depth ra

Stability of large size and high strength steel angle sections affected by support constraint

Self-centering column base connections with friction dampers

Structural steelwork: Fabrication and erection [Advanced technology]

Designing for torsion in open-section steel elements

Evaluation of friction strength loss in endplate moment connections with skewed beam

Evaluation of friction strength loss in endplate moment connections with skewed beam