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

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 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

Empirical effective width formula

Simplified design equations for plate-to-CHS T and X joints for use in codes

New moment-rotation equation for welded steel beam-to-column connections

Strength equations of longitudinal plate-to-circular hollow sections (CHS) joints