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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00220231%21RIV15-TA0-21110___
rdf:type
n9:Vysledek skos:Concept
dcterms:description
The aim of the research presented in this paper is to clarify the behaviour of tension bar systems under cyclic loading. These components are exposed to climatic conditions, especially to dynamic wind load, which may cause vibrations. Members used on bridges are additionally subjected to effects of cyclic traffic loads. Both dynamic wind load and traffic loading are major factors causing high-cycle fatigue of civil engineering structures. At this time, no global research in area of tension bar systems is being conducted. The experimental in-situ measuring on the stays of Troja bow-string arch bridge is underway. The aim of the experiment is to get a representative sample of measurement for determination behaviour and boundary restraining conditions of stays made from tension bar systems. Uncertainty exists in the accuracy of the value of logarithmic decrement of the damping. Currently it is possible to obtain values for cables but not as easy for tension bar systems. The aim of the research presented in this paper is to clarify the behaviour of tension bar systems under cyclic loading. These components are exposed to climatic conditions, especially to dynamic wind load, which may cause vibrations. Members used on bridges are additionally subjected to effects of cyclic traffic loads. Both dynamic wind load and traffic loading are major factors causing high-cycle fatigue of civil engineering structures. At this time, no global research in area of tension bar systems is being conducted. The experimental in-situ measuring on the stays of Troja bow-string arch bridge is underway. The aim of the experiment is to get a representative sample of measurement for determination behaviour and boundary restraining conditions of stays made from tension bar systems. Uncertainty exists in the accuracy of the value of logarithmic decrement of the damping. Currently it is possible to obtain values for cables but not as easy for tension bar systems.
dcterms:title
Tension bar systems under cyclic loading - Measuring of eigenfrequencies of tension bars on Troja bridge Tension bar systems under cyclic loading - Measuring of eigenfrequencies of tension bars on Troja bridge
skos:prefLabel
Tension bar systems under cyclic loading - Measuring of eigenfrequencies of tension bars on Troja bridge Tension bar systems under cyclic loading - Measuring of eigenfrequencies of tension bars on Troja bridge
skos:notation
RIV/68407700:21110/14:00220231!RIV15-TA0-21110___
n3:aktivita
n13:P
n3:aktivity
P(TE01020168)
n3:dodaniDat
n17:2015
n3:domaciTvurceVysledku
n15:3247414
n3:druhVysledku
n19:D
n3:duvernostUdaju
n7:S
n3:entitaPredkladatele
n5:predkladatel
n3:idSjednocenehoVysledku
49794
n3:idVysledku
RIV/68407700:21110/14:00220231
n3:jazykVysledku
n14:eng
n3:klicovaSlova
cyclic loading; tension bars; eigenfrequency; logarithmic decrement of the damping
n3:klicoveSlovo
n4:tension%20bars n4:eigenfrequency n4:logarithmic%20decrement%20of%20the%20damping n4:cyclic%20loading
n3:kontrolniKodProRIV
[C0A62B62CADB]
n3:mistoKonaniAkce
Neapol
n3:mistoVydani
Brussels
n3:nazevZdroje
Eurosteel 2014
n3:obor
n21:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n18:TE01020168
n3:rokUplatneniVysledku
n17:2014
n3:tvurceVysledku
Rotter, Tomáš Teplá, Radka
n3:typAkce
n16:WRD
n3:zahajeniAkce
2014-09-10+02:00
s:numberOfPages
2
n10:hasPublisher
ECCS European Convention for Constructional Steelwork
n20:isbn
978-92-9147-121-8
n8:organizacniJednotka
21110