Detail analysis of Suspension Foot Bridge

Kód výsledku v 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>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Detail analysis of Suspension Foot Bridge

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

Detail analysis of Suspension Foot Bridge

Popis výsledku anglicky

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

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA14-25320S" target="_blank" >GA14-25320S: Aspekty použití komplexních nelineárních materiálových modelů</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proc of 16th European Bridge Conference

ISBN

0-947644-78-4

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

1-8

Název nakladatele

Neuveden

Místo vydání

Edinburgh, Scotland

Místo konání akce

Edinburgh, Scotland

Datum konání akce

23. 6. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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