Aspectos económicos de un sistema de aislamiento sísmico de base para bastidores de acero en altura

Autores/as

  • V. Kilar University of Ljubljana
  • S. Petrovčič University of Ljubljana
  • S. Šilih University of Maribor
  • D. Koren University of Ljubljana

DOI:

https://doi.org/10.3989/ic.12.067

Palabras clave:

Estructuras de bastidores, comportamiento sísmico, aislamiento en cimentación, eficiencia de costes, excentricidad de masas, análisis estático incremental

Resumen


El presente artículo trata sobre los efectos y costes de implementación de un sistema de aislamiento en cimentación para la mitigación del riesgo sísmico de la estructura de un bastidor de acero en altura prexistente. Se han analizado diferentes distribuciones realistas de la masa contribuyente y de los niveles de ocupación, conformando diferentes variantes asimétricas en planta. Se presentan los resultados obtenidos mediante el método N2 (análisis estático incremental no lineal) como envolventes de las plantas superiores y como patrones de deterioro en estado plástico. En el estudio de costos presentado, el coste de implementación del sistema de aislamiento propuesto se compara con los costes estimados de reparación de los elementos superestructurales y los costes derivados del período de desocupación. Los resultados muestran que, en general, el aislamiento en la base no resulta viable económicamente para movimientos de baja intensidad, pero puede ser muy beneficioso en el caso de intensidades moderadas y altas, particularmente cuando el período de desocupación es tenido en cuenta.

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Citas

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Publicado

2013-12-30

Cómo citar

Kilar, V., Petrovčič, S., Šilih, S., & Koren, D. (2013). Aspectos económicos de un sistema de aislamiento sísmico de base para bastidores de acero en altura. Informes De La Construcción, 65(532), 533–543. https://doi.org/10.3989/ic.12.067

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