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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Bibliographic Details
Published in:Applied Sciences
Main Authors: Thiago Silva, Carlos Couto, Paulo Vila Real, Nuno Lopes
Format: Article
Language:English
Published: MDPI AG 2024-06-01
Subjects:
Online Access:https://www.mdpi.com/2076-3417/14/13/5709