The use of cold-formed members in structural engineering is increasing because of their
considerable structural and environmental advantages, such as low weight, ease and speed …

Traditional member-based two-step design approaches included in current structural codes
for steel structures, as well as more recent system-based direct-design alternatives, require …

Stainless steel shows promise for application in seismic-active regions. Previous research
showed that stainless steel dampers could exhibit good energy dissipation capacity and …

A comprehensive experimental study on structural behaviour of stainless steel bolted T-stub
connections is presented in this paper. A total of 27 stainless steel bolted T-stubs with …

The stability and design of laser-welded stainless steel I-section beam-columns are
explored in this study. Owing to the high precision and low heat input of laser-welding …

Flexibility in the manufacturing of cold-formed steel (CFS) cross-sectional shapes provides a
unique opportunity to improve the load-carrying capacity of these elements, leading to more …

The paper presents an investigation on welded stainless steel I-section columns. In total, 22
experiments on welded I-section columns, including members buckling about major and …

The influence of yield strength on the in-plane stability and design of structural steel square
and rectangular hollow section (SHS and RHS) beam-columns under compression plus …

Semi-oval hollow section is an innovative cross-section profile and consists of one semi-
circular flange, one flat flange and two flat webs. While the semi-circular flange (exposed to …

This paper presents a comprehensive experimental study of the buckling behavior of ferritic
stainless steel tubular section beam-column structural members subjected to unequal end …