Comparative Analysis of Existing RC Columns Jacketed with CFRP or FRCC
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DOI: 10.3390/polym10040361
Abstract: 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… read more here.
Keywords: quality concrete; quality; poor quality; existing columns ... See more keywords