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- W2011367725 abstract "This paper presents a comprehensive experimental and numerical investigation on the cyclic response of cold-formed steel columns with hollow rectangular sections. The present study examined the columns׳ post-buckling strength and rigidity degradation, deformation and failure modes, ductility, and energy dissipation capacity. The cold-formed steel members exhibited stable hysteretic performance up to the point of local buckling with considerable degradation in strength and ductility. The energy dissipation mechanisms from the in-plane plastic behavior and out-of-plane elastic buckling deformation were identified. The influence of the height-to-width ratio and axial-compression ratio on energy-dissipation and failure mode was also investigated." @default.
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- W2011367725 date "2014-07-01" @default.
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- W2011367725 title "Hysteretic behaviors of cold-formed steel beam-columns with hollow rectangular section: Experimental and numerical simulations" @default.
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- W2011367725 doi "https://doi.org/10.1016/j.tws.2014.03.004" @default.
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