About: Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation     Goto   Sponge   NotDistinct   Permalink

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Description
  • A complex approach for statistical and reliability analyses of concrete structures is presented. It describes the virtual simulation used on the way from assessment of experimental results to reliability analysis. The whole approach is based on randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods of Monte Carlo type have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures.
  • A complex approach for statistical and reliability analyses of concrete structures is presented. It describes the virtual simulation used on the way from assessment of experimental results to reliability analysis. The whole approach is based on randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods of Monte Carlo type have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures. (en)
Title
  • Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation
  • Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation (en)
skos:prefLabel
  • Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation
  • Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation (en)
skos:notation
  • RIV/00216305:26110/13:PU109063!RIV15-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA13-03662S), S
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
  • 99652
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/13:PU109063
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Prestressed hollow-core slab, identification, nonlinear FEM analysis, probabilistic analysis, design value (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [825CB968A78E]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno, Česká republika
http://linked.open...i/riv/nazevZdroje
  • International Probabilistic Workshop
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
  • Lehký, David
  • Novák, Drahomír
  • Doležel, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-80-214-4800-1
http://localhost/t...ganizacniJednotka
  • 26110
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