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Parametric Study on the Buckling of Unbraced Steel Frames under Fire Situation

A parametric investigation of several unbraced steel frames with regular and irregular geometry subjected to elevated temperatures is carried out in this study to determine the most accurate procedure and buckling lengths to be considered during the structural design under a fire situation. In such...

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Bibliografiske detaljer
Principais autores: Thiago Silva, Carlos Couto, Paulo Vila Real, Nuno Lopes
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2024-06-01
Serier:Applied Sciences
Fag:
Online adgang:https://www.mdpi.com/2076-3417/14/13/5709
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