Abstract :
[en] This short report has been prepared in the context of the Eurosteel
2021 Best Paper Award. It summarizes developments
completed and in progress at the University of Liège designed
to characterize the complete shear behaviour of the panel zone
in steel beam-to-column joints in terms of stiffness, resistance
and ductility. This work is part of a larger research project
which aims to predict the complete rotational response of the
joint to failure.
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