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              <p>A simplified model is proposed to simulate the nonlinear behavior of a four-story full-scalereinforced concrete framed structure subjected to severe dynamic loading. The structure has been testedpseudodynamically in the European Laboratory for Structural Assessment (ELSA) at the Joint ResearchCenter of the European Commission. The proposed model uses 2D multi layered Bernoulli beam elementsand uniaxial constitutive laws based on damage mechanics and plasticity. Comparison with theexperimental results shows the efficiency of the approach.</p>
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