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The paper introduces a synthetic optimization analysis method of structures with viscoelastic (VE) dampers, namely the simplex method.
This model may be used especially for investigation of the connections deformability, also after first slip not taken into account in the method of structures analysis used in the everyday engineering practice.
When applied to a shaking table test of the reinforced concrete structure with VE dampers, it is seen that the simplex method can act as the synthetic optimization method of structures with VE dampers.
In this paper, the simplex method, a synthetic optimization analysis method of structures with viscoelastic (VE) dampers, which is used to determine the optimal parameters and location of VE dampers, is presented.
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