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Description
  • Modern trend of altitude interconnection of two storey's in civic building development is to use the most discharged and airy staircase. Among staircase types corresponding to the mentioned criteria belong the straight and cranked stirrup wooden stairs. Within the modernizing of this staircase types the structural members' sizes were optimaliszed including modification of selected details. The optimalization and the details design was carried out and analysed using the 3D mathematical construction model in the ANSYS program. To verify the results and prove the behaviour of the stirrup wooden staircase structure under the effect of the static loading the experimental tests were made in 1:1 scale on the straight stirrup staircase 3.0 m high.
  • Modern trend of altitude interconnection of two storey's in civic building development is to use the most discharged and airy staircase. Among staircase types corresponding to the mentioned criteria belong the straight and cranked stirrup wooden stairs. Within the modernizing of this staircase types the structural members' sizes were optimaliszed including modification of selected details. The optimalization and the details design was carried out and analysed using the 3D mathematical construction model in the ANSYS program. To verify the results and prove the behaviour of the stirrup wooden staircase structure under the effect of the static loading the experimental tests were made in 1:1 scale on the straight stirrup staircase 3.0 m high. (en)
  • Modern trend of altitude interconnection of two storey's in civic building development is to use the most discharged and airy staircase. Among staircase types corresponding to the mentioned criteria belong the straight and cranked stirrup wooden stairs. Within the modernizing of this staircase types the structural members' sizes were optimaliszed including modification of selected details. The optimalization and the details design was carried out and analysed using the 3D mathematical construction model in the ANSYS program. To verify the results and prove the behaviour of the stirrup wooden staircase structure under the effect of the static loading the experimental tests were made in 1:1 scale on the straight stirrup staircase 3.0 m high. (cs)
Title
  • Studijní experimentální zkoušky dřevěného třmenového schodiště
  • Study experimental tests of the wooden stirrup staircase (en)
  • Studijní experimentální zkoušky dřevěného třmenového schodiště (cs)
skos:prefLabel
  • Studijní experimentální zkoušky dřevěného třmenového schodiště
  • Study experimental tests of the wooden stirrup staircase (en)
  • Studijní experimentální zkoušky dřevěného třmenového schodiště (cs)
skos:notation
  • RIV/00216305:26110/07:PU69829!RIV08-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 359-364
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM0021630511)
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
  • 453111
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU69829
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • experimental tests, wooden stirrup staircase (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [19D5A3288A56]
http://linked.open...v/mistoKonaniAkce
  • Brno, VUT-FAST
http://linked.open...i/riv/mistoVydani
  • Brno, Česká republika
http://linked.open...i/riv/nazevZdroje
  • Experiment 2007
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Pěnčík, Jan
  • Schmid, Pavel
  • Lavický, Miloš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-80-7204-543-3
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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