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....

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Detalles Bibliográficos
Autores principales: Del Zoppo, Marta, Di Ludovico, Marco, Balsamo, Alberto, Prota, Andrea
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Article
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

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6415016/
https://www.ncbi.nlm.nih.gov/pubmed/30966396
http://dx.doi.org/10.3390/polym10040361

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