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  • Reliability analysis of a reinforced concrete bridge pier exposed to persistent and accidental design situations is based on probabilistic methods. Principles and rules of Eurocodes and recommendations given in JCSS Probabilistic Model Code are considered in the analysis of accidental design situation due to an impact caused by road traffic under the bridge. It appears that the reliability of the bridge pier at persistent design situation is sufficient (the reliability index b is about 5). Probability of the pier failure given an accidental impact seems to be relatively high for highway and road traffic (from 0,20 to 0,25), nevertheless, within the acceptable range recommended by the European documents. Further research should be focused on probabilistic models of accidental impact forces and on probabilistic risk assessment
  • Reliability analysis of a reinforced concrete bridge pier exposed to persistent and accidental design situations is based on probabilistic methods. Principles and rules of Eurocodes and recommendations given in JCSS Probabilistic Model Code are considered in the analysis of accidental design situation due to an impact caused by road traffic under the bridge. It appears that the reliability of the bridge pier at persistent design situation is sufficient (the reliability index b is about 5). Probability of the pier failure given an accidental impact seems to be relatively high for highway and road traffic (from 0,20 to 0,25), nevertheless, within the acceptable range recommended by the European documents. Further research should be focused on probabilistic models of accidental impact forces and on probabilistic risk assessment (en)
Title
  • Reliability Analysis of Impact due to Road Vehicles
  • Reliability Analysis of Impact due to Road Vehicles (en)
skos:prefLabel
  • Reliability Analysis of Impact due to Road Vehicles
  • Reliability Analysis of Impact due to Road Vehicles (en)
skos:notation
  • RIV/68407700:_____/03:D112!RIV/2004/MD0/210004/N
http://linked.open.../vavai/riv/strany
  • 1645-1650
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(CE803120110)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 625204
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:_____/03:D112
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Impacts of trucks, Risk assessment, Probability of failure, Reliability of bridge column (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [F54FC6B94390]
http://linked.open...v/mistoKonaniAkce
  • San Francisco, USA
http://linked.open...i/riv/mistoVydani
  • Rotterdam
http://linked.open...i/riv/nazevZdroje
  • Application of Statistics and Probability in Civil Engineering
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...ocetUcastnikuAkce
http://linked.open...nichUcastnikuAkce
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Holický, Milan
  • Marková, Jana
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Millpress Science Publishers
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