Resumo (PT):
Abstract (EN):
A model is proposed for the force-deformation behaviour of reinforced concrete members under biaxial
loading with axial force. It embodies an existing uniaxial hysteretic model with piecewise linear behaviour
as the foundation for its development and proceeds from analogy and comparison with the biaxial
formulation of the Bouc-Wen smooth hysteretic model previously presented by other authors.
The proposed biaxial model formulation requires the same information needed for the corresponding
uniaxial model and introduces an additional correcting term into the existing uniaxial model coupling the
two loading directions. The validity of the presented model is demonstrated through the analytical
simulation of available biaxial experiments on reinforced concrete columns. The presented model is
proven to be efficient and establishes a simple form of analysing reinforced concrete structures in which
biaxial interaction should be considered.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
15