Tension bar systems under cyclic loading

Kód výsledku v 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>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Tension bar systems under cyclic loading

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

Tension bar systems under cyclic loading

Popis výsledku anglicky

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

Druh

O - Ostatní výsledky

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2013

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů