Tension bar systems under cyclic loading

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00211996" target="_blank" >RIV/68407700:21110/13:00211996 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Tension bar systems under cyclic loading
Original language description
In modern design of structures such as bridges, airports and railway terminals, sport stadiums and other civil structures, tension components are used more and more often. These components are exposed to climatic conditions, especially to dynamic wind load, which may cause vibrations. Therefore, further investigation of this phenomenon and the circumstances of its occurrence is needed. It depends on many internal and external properties of the structure. The principal factors influencing the eigenvaluesare diameter and a length of a member, an internal force and a given order of natural frequency. Natural frequencies of stays can be determined using dynamic analysis or using various published equations. Natural frequencies also depend on assumption ofrestraining boundary conditions; hinges at the ends of tension members or fixed ends. Members used on bridges are additionally subjected to effects of cyclic traffic loads. Both dynamic wind load and traffic loading are major factors cau
Czech name
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Czech description
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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