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  • In this paper the study on lateral flexural-torsional buckling of steel Sigma-cross-section beams with web holes has been presented. The analysis of corresponding stability problem is based on general approach derived for a group of beams including at least monosymmetric sections loaded transversally to their plane of symmetry. The effective flexural and torsional stiffness of steel beams with holes was verified by tests. The results of theoretical analysis were compared with specification design procedure and also with actual behaviour of set of beams investigated by experiments.
  • In this paper the study on lateral flexural-torsional buckling of steel Sigma-cross-section beams with web holes has been presented. The analysis of corresponding stability problem is based on general approach derived for a group of beams including at least monosymmetric sections loaded transversally to their plane of symmetry. The effective flexural and torsional stiffness of steel beams with holes was verified by tests. The results of theoretical analysis were compared with specification design procedure and also with actual behaviour of set of beams investigated by experiments. (en)
Title
  • Lateral Buckling of Steel SIGMA-cross-section Beams with Web Holes
  • Lateral Buckling of Steel SIGMA-cross-section Beams with Web Holes (en)
skos:prefLabel
  • Lateral Buckling of Steel SIGMA-cross-section Beams with Web Holes
  • Lateral Buckling of Steel SIGMA-cross-section Beams with Web Holes (en)
skos:notation
  • RIV/00216305:26110/10:PU90676!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/07/0628), Z(MSM0021630519)
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
  • 267997
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/10:PU90676
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Stability, flexural-torsional beam buckling, flexural and torsional stiffness, buckling curve, ultimate limit state, design limit state. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [4887845BE221]
http://linked.open...v/mistoKonaniAkce
  • Rio de Janeiro
http://linked.open...i/riv/mistoVydani
  • Rio de Janeiro
http://linked.open...i/riv/nazevZdroje
  • SDSS Rio 2010 - International Colloquium Stability and Ductility of Steel Structures.
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...iv/tvurceVysledku
  • Karmazínová, Marcela
  • Melcher, Jindřich
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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  • Federal University of Rio de janeiro
https://schema.org/isbn
  • 978-85-285-0137-7
http://localhost/t...ganizacniJednotka
  • 26110
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