Evaluation of Lateral Buckling Phenomenon Using R/C Prisms Detailed with an Ultra High Reinforcement Ratio

The research described in this paper investigates the influence of tensile strain on lateral buckling in reinforced concrete seismic walls having an ultra high longitudinal reinforcement ratio. The present work is experimental. In the framework of the present research, 5 test column specimens of scale 1:3 simulating the extreme areas of ultra highly reinforced concrete…
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June 12, 2020 0