Lateral-torsional buckling of high strength steel beams: experimental resistance
EN 1993-1-1 gives stability design rules for columns, beams and beam & ndash;columns up to S460, whereas EN 19931-12 gives additional guidance for S500 up to S700. Recent studies show that high strength steel members may be designed using improved buckling curves, where the enhanced behaviour is...
Main Author: | |
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Other Authors: | , , , |
Format: | article |
Language: | eng |
Published: |
2021
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Subjects: | |
Online Access: | http://hdl.handle.net/10400.21/13581 |
Country: | Portugal |
Oai: | oai:repositorio.ipl.pt:10400.21/13581 |