Global Resistance Factors for Reinforced Concrete Structures

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F10%3A00178414" target="_blank" >RIV/68407700:21610/10:00178414 - 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
Global Resistance Factors for Reinforced Concrete Structures
Original language description
The concept of the global resistance factors may enable non-linear and dynamic structural analysis and significantly simplify reliability verification of reinforced concrete structures. The design value of a structural resistance can be determined directly from the resistance determined from the mean or characteristic values of basic variables and appropriate global resistance factors. Presented theoretical procedures for determining the global resistance factors, are based on the principles of currentEuropean standards EN 1990 (2002) and EN 1992-1-1 (2004) and on the probabilistic theory of structural reliability. It appears that the global resistance factors depend generally on the type of concrete members and on the reinforcement ratio.
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F08%2F1527" target="_blank" >GA103/08/1527: Global safety format for design of reinforced 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
Advances and Trends in Structural Engineering, Mechanics and Computation
ISBN
978-0-415-58472-2
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
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Publisher name
University of Cape Town
Place of publication
Cape Town
Event location
Cape Town
Event date
Sep 6, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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