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Comparative Analysis of Existing RC Columns Jacketed with CFRP or FRCC
Reinforced concrete (RC) columns typical of existing structures often exhibit premature failures during seismic events (i.e., longitudinal bars buckling and shear interaction mechanisms) due to the poor quality concrete and the absence of proper seismic details in the potential plastic hinge region....
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2018
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6415016/ https://www.ncbi.nlm.nih.gov/pubmed/30966396 http://dx.doi.org/10.3390/polym10040361 |