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Description
  • Reliability analysis of a reinforced concrete bridge pier exposed to persistent and accidental design situations is based on the application of probabilistic methods. Principles and rules of the Eurocodes and recommendations given in JCSS Probabilistic model code are taken into account. The accidental design situation due to an impact caused by the road traffic under the bridge is considered. Results of the analysis show that the reliability of the bridge pier designed for the persistent design situation is sufficient (the reliability index b is about 5). The probability of the pier failure given an accidental impact of the road traffic determined using probabilistic methods seems to be relatively high for highways and roads (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 the application of probabilistic methods. Principles and rules of the Eurocodes and recommendations given in JCSS Probabilistic model code are taken into account. The accidental design situation due to an impact caused by the road traffic under the bridge is considered. Results of the analysis show that the reliability of the bridge pier designed for the persistent design situation is sufficient (the reliability index b is about 5). The probability of the pier failure given an accidental impact of the road traffic determined using probabilistic methods seems to be relatively high for highways and roads (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 of Structures under Accidental Impact
  • Reliability of Structures under Accidental Impact (en)
skos:prefLabel
  • Reliability of Structures under Accidental Impact
  • Reliability of Structures under Accidental Impact (en)
skos:notation
  • RIV/68407700:_____/02:D111!RIV/2004/MD0/210004/N
http://linked.open.../vavai/riv/strany
  • 130-137
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(CE803120110), Z(MSM 210000029)
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
  • 662061
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:_____/02:D111
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
  • [C28C12333DE2]
http://linked.open...v/mistoKonaniAkce
  • Pardubice
http://linked.open...i/riv/mistoVydani
  • Pardubice
http://linked.open...i/riv/nazevZdroje
  • Reliability and Diagnostics of Transport and Means
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
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Univerzita Pardubice
https://schema.org/isbn
  • 80-7194-464-5
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