Evaluation on the Post-buckling Residual
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Hwon-mo Park; Jae-hyouk Choi
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Article
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2011
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Elsevier
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English
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As steel columns under unexpected accidental loading exhibit a tendency of plastic deformation in large buckling, the issue has been much discussed along with the evaluation of plastic deformation capacity and restoring force of column members in the large deformation range following post-buckling.