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  • With the view to make steel bridge structures more competitive, it is indispensable to look for some ways such as to reduce the price of their fabrication, an important role in this striving being played by the possibility to reduce, at least to a certain extent, the costly straightening of the initial curvature of the webs of steel plated girders. For this reason an extensive (elasto-plastic large-deflection) analysis [1] of the effect of various (practically important) configurations and magnitudes of the initial %22dishing%22 of the webs of steel plate girders on their limit state is carried out, and some conclusions in regard to the aforesaid question are drawn.
  • With the view to make steel bridge structures more competitive, it is indispensable to look for some ways such as to reduce the price of their fabrication, an important role in this striving being played by the possibility to reduce, at least to a certain extent, the costly straightening of the initial curvature of the webs of steel plated girders. For this reason an extensive (elasto-plastic large-deflection) analysis [1] of the effect of various (practically important) configurations and magnitudes of the initial %22dishing%22 of the webs of steel plate girders on their limit state is carried out, and some conclusions in regard to the aforesaid question are drawn. (en)
  • With the view to make steel bridge structures more competitive, it is indispensable to look for some ways such as to reduce the price of their fabrication, an important role in this striving being played by the possibility to reduce, at least to a certain extent, the costly straightening of the initial curvature of the webs of steel plated girders. For this reason an extensive (elasto-plastic large-deflection) analysis [1] of the effect of various (practically important) configurations and magnitudes of the initial %22dishing%22 of the webs of steel plate girders on their limit state is carried out, and some conclusions in regard to the aforesaid question are drawn. (cs)
Title
  • A return to the ever-green question of web tolerances: Can we make them less stringent without imperilling the safety of steel bridges?
  • A return to the ever-green question of web tolerances: Can we make them less stringent without imperilling the safety of steel bridges? (cs)
  • Návrat k zásadní otázce tolerančních kritérií stěn: Můžeme je vyrábět méně přísně bez ztráty bezpečnosti ocelových mostů? A return to the ever-green question of web tolerances: Can we make them less stringent without imperilling the (en)
skos:prefLabel
  • A return to the ever-green question of web tolerances: Can we make them less stringent without imperilling the safety of steel bridges?
  • A return to the ever-green question of web tolerances: Can we make them less stringent without imperilling the safety of steel bridges? (cs)
  • Návrat k zásadní otázce tolerančních kritérií stěn: Můžeme je vyrábět méně přísně bez ztráty bezpečnosti ocelových mostů? A return to the ever-green question of web tolerances: Can we make them less stringent without imperilling the (en)
skos:notation
  • RIV/00216305:26110/08:PU77331!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/08/0275)
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
  • 354460
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/08:PU77331
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Rovnání ocelových plechů, analýza velkých pružně-plastických deformací, počáteční imperfekce (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [55BB50686E4A]
http://linked.open...v/mistoKonaniAkce
  • Bratislava
http://linked.open...i/riv/mistoVydani
  • Bratislava, Slovenská republika
http://linked.open...i/riv/nazevZdroje
  • 70 rokov SvF STU
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
  • Kala, Zdeněk
  • Kala, Jiří
  • Škaloud, Miroslav
  • Nevařil, Aleš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-80-227-2979-6
http://localhost/t...ganizacniJednotka
  • 26110
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