Using damage mechanics to model a four story RC framed structure submitted to earthquake loading
Résumé
A simplified model is proposed to simulate the nonlinear behavior of a four-story full-scale
reinforced concrete framed structure subjected to severe dynamic loading. The structure has been tested
pseudodynamically in the European Laboratory for Structural Assessment (ELSA) at the Joint Research
Center of the European Commission. The proposed model uses 2D multi layered Bernoulli beam elements
and uniaxial constitutive laws based on damage mechanics and plasticity. Comparison with the
experimental results shows the efficiency of the approach.
Origine : Fichiers produits par l'(les) auteur(s)
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