Nonlinear modeling of cyclic response of RC beam–column joints reinforced by plain bars
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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