BEHAVIOR AND DESIGN OF AXIALLY LOADED BUILT-UP COLD-FORMED STEEL LACED COLUMNS

FINITE ELEMENT MODELLING OF AXIALLY- AND ECCENTRICALLY-LOADED BUILT-UP LACED COLUMNS

FINITE ELEMENT MODELLING OF AXIALLYAND ECCENTRICALLY-LOADED BUILT-UP LACED COLUMNS

New Tests On Built-Up Cold-Formed Steel Section BattenedColumns

Numerical Modelling Of Built-Up Cold-Formed Steel Section Battened Columns

Critical Buckling Load of Laced Columns.

Studying The Behavior of Cold-Formed Steel Sections in Lightweight Buildings

RECTANGULAR LEAN DUPLEX STAINLESS STEEL DOUBLE SKIN TUBULAR BEAM-COLUMNS: (I) BEHAVIOUR

Behavior of tapered concrete filled double skin steel tubular short columns (CFDST)

EFFECT OF COLUMN-FLANGE THICKNESS AND BEAM-WEB SLENDERNESS RATIO ON PANEL ZONE SHEAR STRENGTH