Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F11%3A00183160" target="_blank" >RIV/68407700:21610/11:00183160 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Global Resistance Factors for Non-Linear Analysis of Reinforced Concrete Structures
Original language description
The design value of a structural resistance can be determined directly from the mean value of the resistance using an appropriate global resistance (safety) factor. Probabilistic methods of the theory of structural reliability are applied to verify reliability of reinforced concrete members designed using the safety formats provided in the new fib Model Code - global safety factor method and method of estimate of coefficient of variation of resistance (ECOV). In numerical studies reliability of structural members exposed to bending, shear and compression is analysed.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/OC08059" target="_blank" >OC08059: Assessment of structural robustness</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů