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dc.contributor.author DE LEON ESCOBEDO, DAVID
dc.contributor.author DELGADO HERNANDEZ, DAVID JOAQUIN
dc.creator DE LEON ESCOBEDO, DAVID; 120144
dc.creator DELGADO HERNANDEZ, DAVID JOAQUIN; 40472
dc.date.accessioned 2016-03-16T17:17:53Z
dc.date.available 2016-03-16T17:17:53Z
dc.date.issued 2009
dc.identifier http://www.redalyc.org/articulo.oa?id=61412191005
dc.identifier.uri http://hdl.handle.net/20.500.11799/39480
dc.description In this paper the acceptable failure probability and the risk of important bridges, located on seismic zones, are calculated throughout the expected cost of failure consequences. Also, the bridge expected life-cycle cost is formulated in terms of the bridge seismic hazard and the potential consequences of failure. These consequences include aspects arising from the physical loss of the bridge to the human casualties and economical cost of the loss of service, which are estimated in monetary terms. Current codes do not explicitly deal with this issue and in practice subjective estimations from experience are considered for some general cases. Bridge reliability is an essential component of risk and in this paper is estimated in a simplified way and applied to the structural types given in the examples. Monte Carlo simulation techniques are used to explicitly account for the uncertainties. Initial and failure cost curves are determined for all possible seismic intensities and expected life-cycle costs conditional to these intensities are obtained. The unconditional expected lifecycle cost is calculated by convolution of the conditional costs by the occurrence probabilities of these intensities, which are obtained from the seismic hazard curve of the given site. The procedure is illustrated throughout three reinforced concrete bridges located 1 on the soft soil of Mexico City and the other two on other sites with less seismic activity and different traffic volumes. The results may be extended to get risk management policies for bridges and to improve the current Mexican codes and to enhance the practices on bridge design and maintenance on seismic zones.
dc.format application/pdf
dc.language.iso eng es
dc.publisher Instituto Politécnico Nacional
dc.relation http://www.redalyc.org/revista.oa?id=614
dc.rights Científica
dc.rights openAccess es
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/4.0
dc.source Científica (México) Num.3 Vol.13
dc.subject Ingeniería es
dc.subject Seismic risk of bridges es
dc.subject expected life-cycle cost es
dc.subject bridge reliability es
dc.subject risk management es
dc.subject.classification INGENIERÍA Y TECNOLOGÍA
dc.title Life-Cycle Cost of Bridges on Seismic Zones for Risk Management es
dc.type Artículo es
dc.provenance Científica es
dc.road Dorada es
dc.ambito Internacional es
dc.audience students es
dc.audience researchers es
dc.type.conacyt article
dc.identificator 7


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  • Título
  • Life-Cycle Cost of Bridges on Seismic Zones for Risk Management
  • Autor
  • DE LEON ESCOBEDO, DAVID
  • DELGADO HERNANDEZ, DAVID JOAQUIN
  • Fecha de publicación
  • 2009
  • Editor
  • Instituto Politécnico Nacional
  • Tipo de documento
  • Artículo
  • Palabras clave
  • Ingeniería
  • Seismic risk of bridges
  • expected life-cycle cost
  • bridge reliability
  • risk management
  • Los documentos depositados en el Repositorio Institucional de la Universidad Autónoma del Estado de México se encuentran a disposición en Acceso Abierto bajo la licencia Creative Commons: Atribución-NoComercial-SinDerivar 4.0 Internacional (CC BY-NC-ND 4.0)

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