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Description
  • Stress-ribbon bridges consist of very slender concrete deck segments placed over bearing cables in the shape of a catenary. These bridges are characterized by successive and complementary smooth curves that blent into the environment and clearly articulate the flow of internal forces. The structures have minimal environmental impact because they can be erected without falsework. A disadvantage of the classical stress-ribon type structure is the need to resist very large horizontal forces at the abutments, which determines the economy of that solution in many cases. For that reason, new systems that combine the stress-ribbon with the arches or cables have been developed. Recent development has also proved that the stress ribbon structures can have cranked alignment and can be designed in a plan curvature.
  • Stress-ribbon bridges consist of very slender concrete deck segments placed over bearing cables in the shape of a catenary. These bridges are characterized by successive and complementary smooth curves that blent into the environment and clearly articulate the flow of internal forces. The structures have minimal environmental impact because they can be erected without falsework. A disadvantage of the classical stress-ribon type structure is the need to resist very large horizontal forces at the abutments, which determines the economy of that solution in many cases. For that reason, new systems that combine the stress-ribbon with the arches or cables have been developed. Recent development has also proved that the stress ribbon structures can have cranked alignment and can be designed in a plan curvature. (en)
Title
  • Arch and cable supported bridges with a stress ribbon deck
  • Arch and cable supported bridges with a stress ribbon deck (en)
skos:prefLabel
  • Arch and cable supported bridges with a stress ribbon deck
  • Arch and cable supported bridges with a stress ribbon deck (en)
skos:notation
  • RIV/00216305:26110/11:PU96621!RIV12-MSM-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(FI-IM5/128)
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
  • 186982
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU96621
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • stress-ribbon, stay cable, suspension cable, arch, prestressing tendons, external cable, precast segments, non-linear analysis, dynamic response, experimental testing (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [6034DBD209E9]
http://linked.open...v/mistoKonaniAkce
  • Ischia
http://linked.open...i/riv/mistoVydani
  • Napoli, Italy
http://linked.open...i/riv/nazevZdroje
  • Realized structures, XXIII Italian Steel Conference
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
  • Stráský, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Doppiavoce
https://schema.org/isbn
  • 978-88-89972-24-3
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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