Modified slenderness ratio for built-up members

Effect of beam-column connection types on the response modification factors of steel frames

Evaluating response modification factors of concentrically braced steel frames

Modified connection details for single plate steel connections under fire

Modified method for rainwater ponding on flat roofs

Codified design of lateral-torsional buckling of beams by using elastic critical moment

A modified equation for expected maximum shear strength of the special segment for design of special

Element stiffness matrix and modified coefficients for circular tube with tapered ends

Improving the structural behaviour of flat double layer space trusses by simple modification

Modification of existing welded steel moment frame connections for seismic resistance