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Tests and deflection calculation method for circular concrete-filled steel tubular columns under very low-elevation lateral impact loads

An experimental investigation of circular concrete-filled steel tubular (CFST) columns subjected to very low-elevation lateral impacts was performed. Six circular CFST members were prepared for lateral impact tests according to the typical CFST columns in high-speed railway stations in China, and th...

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Detalles Bibliográficos
Autores principales: Liang, Jiayu, Liu, Yanhui, Zhao, Yichao, Xu, Nan
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10643663/
https://www.ncbi.nlm.nih.gov/pubmed/37957220
http://dx.doi.org/10.1038/s41598-023-47103-x