Design resistance of an existing reinforced concrete bridge: nonlinear analysis and safety formats

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F21%3APU143309" target="_blank" >RIV/00216305:26110/21:PU143309 - 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
Design resistance of an existing reinforced concrete bridge: nonlinear analysis and safety formats
Original language description
This paper compares several methods for assessing the design resistance of an existing reinforced concrete bridge structure. The determination of the load-bearing capacity of the structure is carried out by means of probabilistic nonlinear analysis using finite element method. Load-bearing capacity is determined for the ultimate as well as serviceability limit states. A fully probabilistic approach is compared to selected code-recommended semi-probabilistic methods, such as the ECoV method according to fib Model Code 2010, the method according to EN 1992-2 or the partial safety factor method. The results are compared and discussed with respect to accuracy and required computational time, which is a critical issue when performing a global nonlinear analysis of a complex structure.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
New Trends for Eco-Efficiency and Performance
ISBN
978-2-940643-08-0
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
2356-2365
Publisher name
Fédération Internationale du Béton (fib) - International Federation for Structural Concrete
Place of publication
Portugal
Event location
Lisabon
Event date
Jun 14, 2021
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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