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Global–global Interaction in Cold-Formed Steel Plain and Lipped Channel Columns

Thin-walled structures(2022)

Cited 6|Views12
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Key words
Cold-formed steel columns,Fixed-ended columns,Global-global interaction,Interactive post-buckling behaviour,Imperfection sensitivity,Shell finite element analysis,Generalised Beam Theory (GBT) analysis,Direct Strength Method (DSM) design
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