A prediction model for the calculation of effective stiffness of circular hollow reinforced concrete piers
To develop a more rational and practical model for estimating the effective stiffness (ES) of circular hollow reinforced concrete piers (CHRCPs), this study compiled a database of 50 quasi-static tests on CHRCPs exhibiting flexural failure, covering axial load ratios of 0.05–0.3, longitudinal reinfo...
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| Principais autores: | , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Frontiers Media S.A.
2025-08-01
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| Colecção: | Frontiers in Built Environment |
| Assuntos: | |
| Acesso em linha: | https://www.frontiersin.org/articles/10.3389/fbuil.2025.1629114/full |
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