Data for ultimate bearing capacity of concrete-filled steel tubular members and arches by the elastic modulus reduction method

Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonli...

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Detalles Bibliográficos
Autores principales: Yang, LuFeng, Xie, Weiwei, Zhao, YuFeng, Zheng, Jian
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2020
Materias:
Engineering
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7363653/
https://www.ncbi.nlm.nih.gov/pubmed/32695859
http://dx.doi.org/10.1016/j.dib.2020.105994

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7363653/
https://www.ncbi.nlm.nih.gov/pubmed/32695859
http://dx.doi.org/10.1016/j.dib.2020.105994

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