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Description
  • The article contains information about material tests that were planned as the first phase of implementation testing concrete piers with various slender (λ = 80; 120; 160). It includes description and testing of specimens of high-performance concrete and subsequent evaluation of the obtained data. This data was further implemented in the numerical model developed as it was necessary to determine elements final size and dimensions of cross-sections as well as to provide clear values of the forces at failure limit (eccentricity of loads).
  • The article contains information about material tests that were planned as the first phase of implementation testing concrete piers with various slender (λ = 80; 120; 160). It includes description and testing of specimens of high-performance concrete and subsequent evaluation of the obtained data. This data was further implemented in the numerical model developed as it was necessary to determine elements final size and dimensions of cross-sections as well as to provide clear values of the forces at failure limit (eccentricity of loads). (en)
  • The article contains information about material tests that were planned as the first phase of implementation testing concrete piers with various slender (λ = 80; 120; 160). It includes description and testing of specimens of high-performance concrete and subsequent evaluation of the obtained data. This data was further implemented in the numerical model developed as it was necessary to determine elements final size and dimensions of cross-sections as well as to provide clear values of the forces at failure limit (eccentricity of loads). (cs)
Title
  • Analysis of high-performence concrete material property (en)
  • Materiálová analýza prvků z vysokohodnotového betonu
  • Materiálová analýza prvků z vysokohodnotového betonu (cs)
skos:prefLabel
  • Analysis of high-performence concrete material property (en)
  • Materiálová analýza prvků z vysokohodnotového betonu
  • Materiálová analýza prvků z vysokohodnotového betonu (cs)
skos:notation
  • RIV/68407700:21110/13:00208256!RIV14-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • 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
  • 86529
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/13:00208256
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • concrete; columns; material property (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [686363C80AC0]
http://linked.open...v/mistoKonaniAkce
  • Praha
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • PhD Workshop
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Drbohlavová, Lucie
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • České vysoké učení technické v Praze. Fakulta stavební
https://schema.org/isbn
  • 978-80-01-05236-5
http://localhost/t...ganizacniJednotka
  • 21110
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