Lateral–Torsional Buckling of Externally Prestressed I-Section Steel Beams Subjected to Fire
We develop a new analytical and numerical approach, based on existing models, to describe the onset of lateral–torsional buckling (LTB) for simply supported thin-walled steel members. The profiles have uniform I cross-sections with variable lengths of the flanges, to describe also H cross-sections,...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-11-01
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| Series: | CivilEng |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2673-4109/5/4/54 |
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