Cold-Formed Steel Structures to the AISI Specification reveals the behavior and design of
cold-formed steel structures, connections, and systems. It describes the AISI Specification for …

Attempts to extend practical advanced analyses of the in-plane behaviour of 2-D steel
frames under in-plane loading to out-of-plane behaviour have been largely unsuccessful …

Lateral distortional buckling (LDB) of I-beams is characterized by simultaneous lateral
deflection, twist and cross section change due to web distortion. The present study …

The assembling rivet-fastened rectangular hollow flange beam (ARHFB) is a new type of
cold-formed steel beam. The ARHFB section has two rectangular hollow flanges formed by …

Lateral torsional buckling (LTB) of I-beams is characterized by simultaneous lateral
deflection and twist. In this paper the influence of destabilizing and neutral effects of …

The LiteSteel beam (LSB) is a new hollow flange channel section developed by OneSteel
Australian Tube Mills using their patented dual electric resistance welding and automated …

Currently, finite element (FE) model is built for analyzing the shear performance of I-girder
with concrete-filled tubular flanges (CFTFs) and corrugated web (CW). The accuracy of the …

A tubular flange girder is an I-shaped steel girder with either rectangular or round tubes as
flanges. A tubular flange girder has a much larger torsional stiffness than a conventional I …

To improve the resistance of I-girder with concrete-filled tubular flanges and flat-plate web to
web shear buckling, corrugated plate is used to replace the conventional flat-plate web to …

Lateral-torsional buckling (LTB) behaviour of concrete-filled high-strength steel tubular
flange beams (HS-CFTFBs) is experimentally and numerically investigated. Six specimens …