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Description
  • Each local modulus of elasticity was obtained via non-destructive penetration test. In advanced FE models is described distribution of local moduli of elasticity via distribution function. The solution is based on the LHS.
  • Each local modulus of elasticity was obtained via non-destructive penetration test. In advanced FE models is described distribution of local moduli of elasticity via distribution function. The solution is based on the LHS. (en)
Title
  • Non-destructive Tests of Modulus of Elasticity for the GLT Beams
  • Non-destructive Tests of Modulus of Elasticity for the GLT Beams (en)
skos:prefLabel
  • Non-destructive Tests of Modulus of Elasticity for the GLT Beams
  • Non-destructive Tests of Modulus of Elasticity for the GLT Beams (en)
skos:notation
  • RIV/68407700:21110/12:00194725!RIV13-MSM-21110___
http://linked.open...avai/riv/aktivita
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  • P(LD12023), S
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 154369
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  • RIV/68407700:21110/12:00194725
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  • Non-destructive Tests; LHS method; Probabilistic Analyses (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [50E3CFF289BB]
http://linked.open...v/mistoKonaniAkce
  • Tábor
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  • Praha
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  • Proceedings of the 50th Annual Conference on Experimental Stress Analysis
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  • Kuklík, Petr
  • Melzerová, Lenka
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http://linked.open...ain/vavai/riv/wos
  • 000314083900041
http://linked.open.../riv/zahajeniAkce
number of pages
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  • České vysoké učení technické v Praze
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  • 978-80-01-05060-6
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  • 21110
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