Buckling behavior of large-section and 420MPa high-strength angle steel columns
Large-section and high-strength angle steel (LHS) columns have been increasingly used in steel structures in recent years, however existing corresponding design methods were mostly based on studies of mild carbon steels with normal-size sections. In order to investigate the buckling behavior of LHS...
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Veröffentlicht in: | Journal of constructional steel research 2015-08, Vol.111, p.11-20 |
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Format: | Artikel |
Sprache: | eng |
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