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Similar to the finding in the previous sections, classification accuracy is improved by concatenating the original features to the distance-based features.
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Cross-section classification is one of the key concepts in the design of metallic structures.
Section classification is a key point in most of the currently available steel standards.
Section classification is adopted by modern design codes and standards as a basic step in design process.
The reliability of the proposed cross-section classification limits was verified by means of the EN 1990 — Annex D method.
The present study employs experimentally verified nonlinear finite element modeling techniques to investigate the section classification based on member ductility.
In this method, cross-section classification is replaced by a normalized deformation capacity, which defines the maximum strain that a cross-section can endure prior to failure.
However, several aspects of section classification need to be clarified for a proper application in the general context of three-dimensional structures.
A revised buckling curve for stainless steel in fire, consistent strain limits and a new approach to cross-section classification and the treatment of local buckling are proposed.
The proposed method does not follow the traditional cross-section classification approach, which primarily relies on the assumption of a bilinear, elastic perfectly-plastic matelastic perfectly-plastic
We present a computational procedure for evaluating the collapse load and assessing the cross-section classification of thin-walled sections of arbitrary shape on the basis of Eurocode prescriptions.
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