The Effect of the Cyclic Load on Örnsköldsvik Bridge

Result code in 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>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
The Effect of the Cyclic Load on Örnsköldsvik Bridge
Original language description
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.
Czech name
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Czech description
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Project
<a href="/en/project/GAP105%2F10%2F2098" target="_blank" >GAP105/10/2098: Alternative Description of Effects of Fatigue on Concrete Structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
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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Number of pages
5
Pages from-to
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Publisher name
Czech Technical University
Place of publication
Prague
Event location
Praha
Event date
Jun 22, 2010
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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