An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars
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DOI: 10.1016/j.engstruct.2018.09.022
Abstract: Abstract This study proposes an empirical-based approach for the nonlinear modelling and deformation capacity assessment of flexure-controlled Reinforced Concrete (RC) columns with plain bars, providing an estimate of the expected post-elastic response backbone through formulations… read more here.
Keywords: modelling deformation; plain bars; columns plain; approach nonlinear ... See more keywords