The study was performed using the SAP model of the building, according to Peru seismic norms E.030

To perform the analysis, a set of 6 artificial accelerograms were generated. The accelerograms were defined with duration of 20 seconds. For the accelerogram generation, a response spectrum with unitary value was defined.

Viscous dampers were implemented in the structure to improve its behaviour and limit the displacements during earthquake.

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