Seismic performance of RC beam-column connections with continuous rectangular spiral transverse reinforcements for low ductility classes.

ScientificWorldJournal · 2014 · PMC4182074 · PMID 25309957

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an increasing trendno p-value reported

Recently, there has been an increasing trend of studies regarding the effectiveness of rectangular spiral shear reinforcement on RC structures [ 6 – 9 ].

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