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Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns

Pengcheng Li1,2, Xuxiang Zhao1, Jianyue Qiu3

  • 1School of Civil Engineering, Chongqing University, Chongqing 400045, China.

Materials (Basel, Switzerland)
|December 23, 2022
PubMed
Summary

Cable-stiffened steel columns (CSSCs) show enhanced stability over ordinary columns. This study reveals CSSCs exhibit higher capacities and adaptable buckling modes under eccentric loading, unlike standard columns.

Keywords:
buckling behaviourcable-stiffened columnseccentric loadingexperimental investigationsnumerical analysis

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