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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....

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Bibliografski detalji
Izdano u:Polymers (Basel)
Glavni autori: Del Zoppo, Marta, Di Ludovico, Marco, Balsamo, Alberto, Prota, Andrea
Format: Artigo
Jezik:Inglês
Izdano: MDPI 2018
Teme:
Online pristup:https://ncbi.nlm.nih.gov/pmc/articles/PMC6415016/
https://ncbi.nlm.nih.gov/pubmed/30966396
https://ncbi.nlm.nih.govhttp://dx.doi.org/10.3390/polym10040361
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