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Influence of lacing bars on the buckling capacity of four-legged latticed columns considering geometric imperfections
The buckling behavior of latticed columns had been widely investigated based on the theory of Euler, Engesser and Timoshenko shear beam. Although these methods had been formulated and proved to be accurate in case of special assumptions, the influences of lacing bars on the buckling behavior of latt...
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
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SAGE Publications
2021
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10454999/ https://www.ncbi.nlm.nih.gov/pubmed/34115552 http://dx.doi.org/10.1177/00368504211025905 |