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Guaraca, F. X. C., Guevara, B. A. F., & Calero, M.Sc, I. J. F. V. (2018). Análisis no lineal de la estructura del Hospital Darío Machuca Palacios del cantón La Troncal en Ecuador. KnE Engineering, 3(2), 292-300. https://doi.org/10.18502/keg.v3i1.1434

https://doi.org/10.18502/keg.v3i1.1434

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authors

  • Francisco Xavier Calle Guaraca

    Francisco Xavier Calle Guaraca

    Universidad Del Azuay, Cuenca, Azuay
  • Bernardo Andrés Feijoo Guevara

    Bernardo Andrés Feijoo Guevara

    Universidad Del Azuay, Cuenca, Azuay
  • Ing. José Fernando Vásquez Calero, M.Sc

    Ing. José Fernando Vásquez Calero, M.Sc

    Universidad Del Azuay, Cuenca, Azuay

Published Date

  • Feb 11, 2018

Análisis no lineal de la estructura del Hospital Darío Machuca Palacios del cantón La Troncal en Ecuador

KnE Engineering / 6th Engineering, Science and Technology Conference - Panama 2017 (ESTEC 2017) / Pages 292-300

Abstract

The hospital "Darío Machuca Palacios" is located in La Troncal (Cañar-Ecuador). In the nonlinear dynamic analysis of this hospital was determined inconsistencies in its design, such as non-compliance with maximum permissible drifts established by the Ecuadorian Construction Standard (NEC, as per its Spanish acronym), demonstrating vulnerability and possible collapse of the hospital. Considering that it is an essential building according to the NEC of seismic danger, it needs to be maintained in correct post-earthquake operation. For this reason the behavior of the structure with seismic isolation systems at their base was simulated, offering results that analyzed in depth could determine that this measure of seismic protection is adequate.

Keywords: nonlinear dynamic analysis, essential building, seismic isolation systems.

References
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[2] Dynamic Isolation System. (2007). Aislamiento sismico para edficaciones y puentes.


[3] FEMA-356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings, (November).


[4] FEMA P695. (2009). Quantification of building seismic performance factors. Fema, ( June), 421.


[5] NEC - Peligro Sísmico. (2014). Norma Ecuatoriana de la Construcción - NEC: NECSE-DS - Peligro Sísmico/Diseño Sismo Resistente. https://doi.org/10.4067/S0717- 69962013000200001


[6] Merchán Salinas, R. V. (2010). USO DE OPENSEES PARA GENERACIÓN DE SECCIONES CON FIBRAS PARA ELEMENTOS (VIGA, COLUMNA) PARA EL ANÁLISIS NO-LINEAL DE UNA ESTRUCTURA. UNIVERSIDAD TÉCNICA PARTICULAR DE LOJA. Retrieved from http://dspace.utpl.edu.ec/bitstream/123456789/1557/3/romel.pdf


[7] Villota, I. (2016). Evaluación estructural de la Entidad Hospitalaria “Hospital Darío Machuca Palacios” del Cantón La Troncal – Provincia de Cañar, para cuantificar las amenazas y vulnerabilidad de la edificación hospitalaria. UNIVERSIDAD DEL AZUAY.