The Effect of the Cyclic Load on Örnsköldsvik Bridge

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00176505" target="_blank" >RIV/68407700:21110/10:00176505 - 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

The Effect of the Cyclic Load on Örnsköldsvik Bridge

Popis výsledku v původním jazyce

This article focuses on the reinforced concrete bridges and their behavior under cyclic loading, in a way to ensure their serviceability and general safety for people and the environment. I studied a experiment in Sweden. The aim of the experiment is onfatigue development. The properties of a similar bridge structure was tested in this thesis. Firstly the effect of harmonic vibration was simulated. The structure was divided in three parts which were further studied. A middle step was strut-and-tie modeling. When the important data were gathered I calculated a change of structure rigidity. Rigidity was tested every 5 years. The structural model changed due to new data in order to simulate change of structural rigidity from 0-60 years of service life.

Název v anglickém jazyce

The Effect of the Cyclic Load on Örnsköldsvik Bridge

Popis výsledku anglicky

This article focuses on the reinforced concrete bridges and their behavior under cyclic loading, in a way to ensure their serviceability and general safety for people and the environment. I studied a experiment in Sweden. The aim of the experiment is onfatigue development. The properties of a similar bridge structure was tested in this thesis. Firstly the effect of harmonic vibration was simulated. The structure was divided in three parts which were further studied. A middle step was strut-and-tie modeling. When the important data were gathered I calculated a change of structure rigidity. Rigidity was tested every 5 years. The structural model changed due to new data in order to simulate change of structural rigidity from 0-60 years of service life.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GAP105%2F10%2F2098" target="_blank" >GAP105/10/2098: Alternativní popis účinků únavy na betonové konstrukce</a><br>

Návaznosti

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

Rok uplatnění

2010

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the International Conference on Modelling and Simulation 2010 in Prague

ISBN

978-80-01-04574-9

ISSN

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e-ISSN

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Počet stran výsledku

5

Strana od-do

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Název nakladatele

Czech Technical University

Místo vydání

Prague

Místo konání akce

Praha

Datum konání akce

22. 6. 2010

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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