HIGHLIGHTS
SUMMARY
Accepted: 6 December 2022 Published: 9 December 2022 Publisher`s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations. (a) (b) 2 of 24 Research into cable-stiffened steel columns initially concentrated on their linear buckling behaviours; this has been performed since the 1960s. In the 1970s, Hafez et_al derived the relationship between initial pretension and load carrying capacities; however, the work of Hafez only focused on one-bay cable-stiffened columns. Li and Wang proposed optimisation strategies for the crossarm lengths of cable-stiffened columns and performed . . .
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