@article{ajcea2015315,
author={{Furtado, Andr¨¦ and Rodrigues, Hugo and Ar¨ºde, Ant¨®nio},
title={Numerical Modelling of RC Columns Subjected to Biaxial Horizontal Loading and Variable Axial Load},
journal={American Journal of Civil Engineering and Architecture},
volume={3},
number={1},
pages={28--38},
year={2015},
url={http://pubs.sciepub.com/ajcea/3/1/5},
issn={2328-3998},
abstract={Annumerical study of RC columns subjected to variable axial load in conjunction with biaxial cyclic bending are presented in this article. The numerical models were built to simulate the response of all specimens using the computer program SeismoStruct and adopting three different modelling strategies, such as lumped plasticity and distributed plasticity (based in displacements and forces formulations) that were adopted in order to obtain the real behaviour of the RC columns. The efficiency of each modelling strategy is evaluated through the comparison between the experimental global hysteretic behaviour, stiffness degradation, columns capacity and energy dissipation and the numerical results.},
doi={10.12691/ajcea-3-1-5}
publisher={Science and Education Publishing}
}