Part I: failure criteria of the steel-concrete columns (SRC columns) confined by cross-shaped flange sections
The aim of this paper was to present the fracture criteria of the SRC columns based on the nonlinear analytical model. This study explored the flexural behavior of the SRC columns confined by the cross-shaped flange sections encased in the structural concrete which are subjected to the flexural load...
Tallennettuna:
| Päätekijät: | , |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
Taylor & Francis Group
2021-03-01
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| Sarja: | Journal of Asian Architecture and Building Engineering |
| Aiheet: | |
| Linkit: | http://dx.doi.org/10.1080/13467581.2020.1782211 |
| Tagit: |
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