Identificación de la Respuesta de Estructuras con Aislamiento de Base durante Terremotos de Gran Magnitud

Authors

  • O. A. Z Sotomayor y Cols.

DOI:

https://doi.org/10.33017/RevECIPeru2009.0017/

Keywords:

Identification of systems, seismic response, structural analysis, vibration systems.

Abstract

The present work, show the initial results of the application from techniques for continuous identification in the structural analysis on an construction submitted to seismic actions of great intensity. The results from applied numerical simulations to real structure with three degrees of freedom isolated in basement , it is submitted to disturbances with real data of the Earthquake of Pisco, showing that the model identified in the first floor over the base captures the main dynamic characteristics of the system, indicating that structural answer is dominated by the modal form of the base.

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Published

2019-01-19

Issue

Vol. 6 No. 1 (2009)

Section

ARTÍCULOS ORIGINALES

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