Model for the assessment of rectangular reinforced concrete columns with limited confinement details
Existing reinforced concrete structures often feature non-seismic or sub-standard transverse reinforcement, typically with poorly anchored 90° hooks. These details limit stirrup and crosstie confinement, leading to premature strength loss or failure. While common in existing structures and sometimes...
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| Glavni autori: | , |
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| Format: | Artigo |
| Jezik: | Inglês |
| Izdano: |
Elsevier
2025-09-01
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| Serija: | Results in Engineering |
| Teme: | |
| Online pristup: | http://www.sciencedirect.com/science/article/pii/S2590123025020572 |
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