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

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 effective width formula

Design formulation for critical buckling stress of steel columns subjected to nonuniform fire loads

A simple formula for estimating the column ultimate load with effect of semi-rigid connections

Right formula for services - intensive lab building. Monash Green Chemical Futures, Melbourne