ARTICLE
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doi:10.20944/preprints202210.0017.v1
Subject:
Engineering,
Civil Engineering
Keywords:
beam-column joint; fibre-based section modeling; joint shear hinge; substandard beam-column joints; stiffness and strength deterioration; reinforced concrete; seismic vulnerability; risk
Online: 4 October 2022 (10:38:02 CEST)