Buckling Resistance of Concrete‐Encased Composite Columns with Heavy Hot‐Rolled Profiles
This paper presents GMNIA‐based (geometrical and material nonlinear analysis with imperfections) parametric results for concrete‐encased composite columns using heavy hot‐rolled steel profiles with thick flanges. Six representative HL, HD, and UB sections with flange thicknesses ranging from approximately 40 mm to the...