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Published in 2019 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2019.109586
Abstract: Abstract In this paper, a new flexibility-based beam-column element allowing the interaction of shear deformation and initial imperfections is proposed. The element is based on Hellinger-Reissner functional with exact force interpolation functions. An extended displacement…
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Keywords:
direct analysis;
deformation initial;
shear deformation;
initial imperfection ... See more keywords