Detail analysis of Suspension Foot Bridge

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU117970" target="_blank" >RIV/00216305:26110/15:PU117970 - 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
Detail analysis of Suspension Foot Bridge
Original language description
This paper describes a non-linear computation of the static and dynamic response on loading of a suspension foot bridge. Numerous complex structural analyses have been carried out in the course of the bridge design. All relevant standards have been respected. Appearances to the geometric non-linearity have to be all combination solved directly, could not be used superposition of individual load cases. The main analysis has involved the design of the load carrying structural system. Particular attentionhas been devoted to the analysis of the behavior of the bridge structure in the course of its erection. The procedure of the sequential mounting of individual panels has been defined in order to reduce the loading of pylons while keeping low the costs and speeding up the construction works as well. Not less than forty variants of the construction sequences have been analyzed. The bridge construction has complicated the fact, that the construction site has been accessible for trucks from
Czech name
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Czech description
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Project
<a href="/en/project/GA14-25320S" target="_blank" >GA14-25320S: Aspects of the use of complex nonlinear material models</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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