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Effects of a travelling fire on a concrete columns - Tisova Fire Test

Research output: Chapter in Book/Report/Conference proceedingConference contribution

  • David Rush
  • David Lange
  • Jamie Maclean
  • Egle Rackauskaite

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Documents

Original languageEnglish
Title of host publicationProceedings of the International Conference on Applications of Structural Fire Engineering, ASFE 2015
PublisherCTU Publishing House, Czech Technical University in Prague
ISBN (Electronic)9788001061947
DOIs
Publication statusPublished - 16 Oct 2015
Event2015 International Conference on Applications of Structural Fire Engineering, ASFE 2015 - Dubrovnik, Croatia
Duration: 15 Oct 201516 Oct 2015

Conference

Conference2015 International Conference on Applications of Structural Fire Engineering, ASFE 2015
CountryCroatia
CityDubrovnik
Period15/10/1516/10/15

Abstract

The Tisova Fire Test was a large fire test conducted in the Czech Republic in January 2015 inside of a 4-storey concrete frame building, with concrete and composite deck floors. The test compartment was on the ground floor and the fire compartment had a total area of ca. 230m2 with a height of 4.4m. The fire compartment included four columns from the original 1958 concrete construction, one of which was instrumented for temperatures, chosen due to its higher likelihood of observable structural response both during and after the fire. This paper presents selected results of the test, concentrating on the thermal environment around the column showing the variability of temperatures through the compartment height. The paper also present the columns thermal response, as well as a post-fire assessments of the colum

    Research areas

  • Concrete column, Large scale structural fire test, Tisova fire test, Travelling fire

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