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  • The aim of the paper is to study and evaluate the existing reinforced concrete slab bridge behavior before and after strengthening. The bridge was calculated by the nonlinear finite element fracture mechanics to model first experiment and then real structure. As many uncertainties are involved in the problem, a statistical approach was used to assess the influence of uncertainties on structural response (load-carrying capacity). It is based on a randomization of nonlinear finite element analysis of concrete structures using advanced statistical and reliability techniques. An increase of reliability after strengthening could be assessed and compared to the code specifications.
  • The aim of the paper is to study and evaluate the existing reinforced concrete slab bridge behavior before and after strengthening. The bridge was calculated by the nonlinear finite element fracture mechanics to model first experiment and then real structure. As many uncertainties are involved in the problem, a statistical approach was used to assess the influence of uncertainties on structural response (load-carrying capacity). It is based on a randomization of nonlinear finite element analysis of concrete structures using advanced statistical and reliability techniques. An increase of reliability after strengthening could be assessed and compared to the code specifications. (en)
Title
  • Reinforced concrete slab bridges strengthening: reliability assessment
  • Reinforced concrete slab bridges strengthening: reliability assessment (en)
skos:prefLabel
  • Reinforced concrete slab bridges strengthening: reliability assessment
  • Reinforced concrete slab bridges strengthening: reliability assessment (en)
skos:notation
  • RIV/00216305:26110/09:PU85992!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/07/0760)
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
  • 338714
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85992
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Reinforced concrete slab bridges strengthening: reliability assessment (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [D9B21B7958AD]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno, Česká republika
http://linked.open...i/riv/nazevZdroje
  • XII. mezinárodní vědecká konference
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Novák, Drahomír
  • Kijawatworawet, Wichai
  • Lawanwisut, Wimon
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-80-7204-629-4
http://localhost/t...ganizacniJednotka
  • 26110
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