Empirical effective width formula

Empirical formulation for compressive capacity of gusset plates

Impact of empirical models for approach wind exposures on wind loading on low buildings - a comparat

Empirical equations for predicting the fundamental period of eccentrically braced steel buildings

Empirical equations for predicting the fundamental period if eccentrically braced steel buildings

Post-buckling strength of plates - finite elements VS empirical models

Empirical formula for plastic rotation capacity of steel beam-columns with H-shaped cross section

Commercial success stories. [Case studies: high-rise and cost-effective commercial schemes, UK]

Designing for access to facililate cost effective operation and maintenance of steel bridges

Weld effective lengths for round HSS cross-connections under branch axial load