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The nonlinear dynamic response of RC buildings with dissipators is studied using advanced computational techniques. A fully 3D geometric and constitutive nonlinear model is used for the description of the dynamic behavior of structures. Each material point of the cross section is assumed to be composed of several simple
materials with their own constitutive laws. A specific element based on the beam theory is proposed for the dissipators. Several numerical tests are carried out to validate the proposed model.
CitationMata , P. [et al.]. Numerical simulation of the inelastic seismic response of RC structures with energy dissipators. A: World Conference on Earthquake Engineering. "14th World Conference on Earthquake Engineering". Beijing: 2008, p. 1-8.
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