"RIV/68407700:21110/11:00182509" . "978-80-01-04849-8" . . "[007CF089B126]" . . . "Dynamick\u00E9 vlastnosti ty\u010Dov\u00FDch z\u00E1v\u011Bs\u016F na mostech typu langer\u016Fv tr\u00E1m"@cs . "S" . "2"^^ . "Praha" . "Praha" . . . "2011-03-23+01:00"^^ . . "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 . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Fakulta stavebn\u00ED. Katedra ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . "Dynamick\u00E9 vlastnosti ty\u010Dov\u00FDch z\u00E1v\u011Bs\u016F na mostech typu langer\u016Fv tr\u00E1m" . . . "Dynamick\u00E9 vlastnosti ty\u010Dov\u00FDch z\u00E1v\u011Bs\u016F na mostech typu langer\u016Fv tr\u00E1m" . . . "Princ, Karel" . . "1"^^ . . "Dynamic properties of hangers at tied-arch bridges"@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" . . "RIV/68407700:21110/11:00182509!RIV12-MSM-21110___" . "Dynamick\u00E9 vlastnosti ty\u010Dov\u00FDch z\u00E1v\u011Bs\u016F na mostech typu langer\u016Fv tr\u00E1m"@cs . "1"^^ . "tied-arch bridge; structural dynamics; bridge hanger; steel joint design; fatigue durability"@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"@en . "21110" . "Dynamic properties of hangers at tied-arch bridges"@en . . . "Sborn\u00EDk semin\u00E1\u0159e doktorand\u016F katedry ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . "195808" .