Nonlinear dynamic seismic analysis of a six-story building with hysteretic dampers usingopenseespy
DOI:
https://doi.org/10.21703/0718-2813.2026.39.3396Keywords:
Análisis sísmico dinámico no lineal, Disipadores Histeréticos., OpenSeesPyAbstract
The main objective of this study is to evaluate the seismic performance of a building through the incorporation of hysteretic dampers, using OpenSeesPy. The sample is a six-story building with a frame structural system, located in the city of Tacna. Through nonlinear time-history dynamic analysis, it was observed that the incorporation of hysteretic dampers reduced roof displacements by an average of 49% and drifts by 52%, complying with the requirements of ASCE/SEI 7-22 and Peruvian Technical Standard E.030. In conclusion, this study demonstrated that the implementation of hysteretic dampers in frame-system buildings contributes to improving their seismic performance under severe loads, but these findings should be corroborated with further seismic analysis studies using OpenSeesPy to strengthen their validation.
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