About: Vertical Differential Component of The Temperature Load Evaluated from The Long Term Experiment Carried Out on The Prestressed Concrete Bridge     Goto   Sponge   NotDistinct   Permalink

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Description
  • V tomto článku je popsán postup vyhodnocení svislé rozdílové složky zatížení teplotou z výsledků dlouhodobého experimentu, při kterém byly systematicky sledovány změny teploty v rovině průřezu komorového mostu z předpjatého betonu. Skrze naměřené hodnoty teploty v jednotlivých bodech průřezu byla pomocí regresní analýzy pro každý časový okamžik provedeného měření proložena rovina. Získané výsledky jsou porovnány s hodnotami předepsanými v normě (cs)
  • This paper describes the vertical differential component evaluation procedure of the temperature load from the results of a long-term experiment, in which the temperature changes in cross-section plane of the prestressed concrete box-girder bridge are systematically observed. The regression plane was smoothed through the measured temperature data in each observed point of the bridge cross-section using the regression analysis at every time instant of the performed measurement. The results of the evaluation are compared with limit values prescribed in standard.
  • This paper describes the vertical differential component evaluation procedure of the temperature load from the results of a long-term experiment, in which the temperature changes in cross-section plane of the prestressed concrete box-girder bridge are systematically observed. The regression plane was smoothed through the measured temperature data in each observed point of the bridge cross-section using the regression analysis at every time instant of the performed measurement. The results of the evaluation are compared with limit values prescribed in standard. (en)
Title
  • Vertical Differential Component of The Temperature Load Evaluated from The Long Term Experiment Carried Out on The Prestressed Concrete Bridge
  • Vyhodnocení svislé rozdílové složky zatížení teplotou z výsledků dlouhodobého experimentu prováděného na komorovém mostu z předpjatého betonu (cs)
  • Vertical Differential Component of The Temperature Load Evaluated from The Long Term Experiment Carried Out on The Prestressed Concrete Bridge (en)
skos:prefLabel
  • Vertical Differential Component of The Temperature Load Evaluated from The Long Term Experiment Carried Out on The Prestressed Concrete Bridge
  • Vyhodnocení svislé rozdílové složky zatížení teplotou z výsledků dlouhodobého experimentu prováděného na komorovém mostu z předpjatého betonu (cs)
  • Vertical Differential Component of The Temperature Load Evaluated from The Long Term Experiment Carried Out on The Prestressed Concrete Bridge (en)
skos:notation
  • RIV/68407700:21110/08:01145503!RIV09-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770031)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...dnocenehoVysledku
  • 402568
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/08:01145503
http://linked.open...riv/jazykVysledku
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  • long term experiment; prestressed concrete bridge; temperature load (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [0CB68242C487]
http://linked.open...v/mistoKonaniAkce
  • Rajecké Teplice
http://linked.open...i/riv/mistoVydani
  • Púchov
http://linked.open...i/riv/nazevZdroje
  • The 13th International Conference on Problems of Material Engineering, Mechanics and Design
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Plachý, Tomáš
  • Polák, Michal
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • Trenčianska univerzita Alexandra Dubčeka v Trenčíne
https://schema.org/isbn
  • 978-80-969728-2-1
http://localhost/t...ganizacniJednotka
  • 21110
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