About: Dynamic Response of Masonry Partition Structure to Inside Explosion Effect     Goto   Sponge   NotDistinct   Permalink

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  • Není k dispozici (cs)
  • The paper is concered with an analysis of the laws governing the explosion of the methane-air mix in a testing gallery beyond a simple masonry wall 140 mm thick. The time of overpressure effect is about one second and, concequently, is significantly longer than the basic natural period of the masonry partition structure; the generated pressures attain the ultimate strength of the structure. The paper is based on the variant dynamic response analysis of a rectangular masonry partition and its comparison with the results of experimental verification of the bearing capacity of the structure. On the exemple of a real structure the respnse of masonry main walls and partitions, the beginning of the failure of the structure and the shock wave propagation in the structure and in its neighbourhood are analysed.
  • The paper is concered with an analysis of the laws governing the explosion of the methane-air mix in a testing gallery beyond a simple masonry wall 140 mm thick. The time of overpressure effect is about one second and, concequently, is significantly longer than the basic natural period of the masonry partition structure; the generated pressures attain the ultimate strength of the structure. The paper is based on the variant dynamic response analysis of a rectangular masonry partition and its comparison with the results of experimental verification of the bearing capacity of the structure. On the exemple of a real structure the respnse of masonry main walls and partitions, the beginning of the failure of the structure and the shock wave propagation in the structure and in its neighbourhood are analysed. (en)
Title
  • Není k dispozici (cs)
  • Dynamic Response of Masonry Partition Structure to Inside Explosion Effect
  • Dynamic Response of Masonry Partition Structure to Inside Explosion Effect (en)
skos:prefLabel
  • Není k dispozici (cs)
  • Dynamic Response of Masonry Partition Structure to Inside Explosion Effect
  • Dynamic Response of Masonry Partition Structure to Inside Explosion Effect (en)
skos:notation
  • RIV/68407700:21610/03:07088774!RIV07-GA0-21610___
http://linked.open.../vavai/riv/strany
  • 83;96
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/00/0705), P(GA103/01/0039), Z(MSM 210000029)
http://linked.open...iv/cisloPeriodika
  • 1-2
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
  • 604663
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21610/03:07088774
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • experimental verification; explosion; impact load; masonry wall; response analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • SK - Slovenská republika
http://linked.open...ontrolniKodProRIV
  • [9C9050634BA9]
http://linked.open...i/riv/nazevZdroje
  • Building Research Journal
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...v/svazekPeriodika
  • 51
http://linked.open...iv/tvurceVysledku
  • Král, Jaromír
  • Makovička, D. jr.
  • Makovička, Daniel
http://linked.open...n/vavai/riv/zamer
issn
  • 1335-8863
number of pages
http://localhost/t...ganizacniJednotka
  • 21610
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