Nonlinear modeling of cyclic response of RC beam–column joints reinforced by plain bars
Sign Up to like & getrecommendations! Published in 2018 at "Bulletin of Earthquake Engineering"
DOI: 10.1007/s10518-018-0399-4
Abstract: Experience of previous earthquakes shows that a considerable portion of buildings reinforced with plain bars sustain relatively large damages especially at the beam–column joints where the damages are mostly caused by either diagonal shear cracks… read more here.
Keywords: column; plain bars; beam column; column joints ... See more keywords
Seismic retrofit of external concrete beam-column joints reinforced by plain bars using steel angles prestressed by cross ties
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DOI: 10.1016/j.engstruct.2017.07.014
Abstract: Abstract A method for seismic retrofit of beam-column joints, designed without seismic considerations and reinforced by plain bars, is examined. The method, already applied to connections reinforced by deformed bars, has been modified for joints… read more here.
Keywords: plain bars; cross ties; cross; beam column ... See more keywords
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