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The Effect of Steel Beam Elastic Restraint on the Critical Moment of Lateral Torsional Buckling
This paper reports the results of the next stage of the authors’ investigations into the effect of the elastic action of support nodes on the lateral torsional buckling of steel beams with a bisymmetric I-section. The analysis took into account beam elastic restraint against warping and against rota...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2022
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8874481/ https://www.ncbi.nlm.nih.gov/pubmed/35207818 http://dx.doi.org/10.3390/ma15041275 |