Theoretical Study Regarding the General Stability of Upper Chords of Truss Bridges as Beams on Continuous or Discrete Elastic Supports
New or in-service truss bridges, with or without upper bracing systems, may display instability phenomena such as general lateral torsional buckling of the upper chord. The buckling of structural elements, particularly in the case of steel bridges, can be associated with the risk of collapse or temp...
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| Natura: | Artigo |
| Lingua: | Inglês |
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MDPI AG
2024-03-01
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| Serie: | Infrastructures |
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| Accesso online: | https://www.mdpi.com/2412-3811/9/3/56 |
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