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Description
  • Structural design of joints of hangers is an important part of tied-arch bridge design. It is influenced by cross section of the beam and the arch. Design of joints can have significant effect on dynamic properties of hangers which are prone to traffic or wind induced vibration due to its slender shape. Excessive vibration can cause fatigue failure and the joint is a crucial detail in terms of fatigue behaviour. Since demanded lifetime for bridges is 100 years, precise description of fatigue behaviour of the joint is required
  • Structural design of joints of hangers is an important part of tied-arch bridge design. It is influenced by cross section of the beam and the arch. Design of joints can have significant effect on dynamic properties of hangers which are prone to traffic or wind induced vibration due to its slender shape. Excessive vibration can cause fatigue failure and the joint is a crucial detail in terms of fatigue behaviour. Since demanded lifetime for bridges is 100 years, precise description of fatigue behaviour of the joint is required (en)
  • Structural design of joints of hangers is an important part of tied-arch bridge design. It is influenced by cross section of the beam and the arch. Design of joints can have significant effect on dynamic properties of hangers which are prone to traffic or wind induced vibration due to its slender shape. Excessive vibration can cause fatigue failure and the joint is a crucial detail in terms of fatigue behaviour. Since demanded lifetime for bridges is 100 years, precise description of fatigue behaviour of the joint is required (cs)
Title
  • Dynamické vlastnosti tyčových závěsů na mostech typu langerův trám
  • Dynamické vlastnosti tyčových závěsů na mostech typu langerův trám (cs)
  • Dynamic properties of hangers at tied-arch bridges (en)
skos:prefLabel
  • Dynamické vlastnosti tyčových závěsů na mostech typu langerův trám
  • Dynamické vlastnosti tyčových závěsů na mostech typu langerův trám (cs)
  • Dynamic properties of hangers at tied-arch bridges (en)
skos:notation
  • RIV/68407700:21110/11:00182509!RIV12-MSM-21110___
http://linked.open...avai/predkladatel
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  • S
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  • 195808
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/11:00182509
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  • tied-arch bridge; structural dynamics; bridge hanger; steel joint design; fatigue durability (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [007CF089B126]
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  • Praha
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  • Praha
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  • Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí
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  • Princ, Karel
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number of pages
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  • České vysoké učení technické v Praze. Fakulta stavební. Katedra ocelových a dřevěných konstrukcí
https://schema.org/isbn
  • 978-80-01-04849-8
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  • 21110
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