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Application of ensemble model in capacity prediction of the CCFST columns under axial and eccentric loading
Understanding the load-carrying capacity of circular concrete-filled steel tube (CCFST) columns is crucial for designing CCFST structures. However, traditional empirical formulas often yield inconsistent results for the same scenario, causing confusion for decision makers. Additionally, simple regre...
Autores principales: | Wang, Jing, Lu, Ruichen, Cheng, Ming |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2023
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10257682/ https://www.ncbi.nlm.nih.gov/pubmed/37301925 http://dx.doi.org/10.1038/s41598-023-36576-5 |
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