Comparison of the Reliability Levels Provided by Eurocodes and Standards of the Russian Federation

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00214989" target="_blank" >RIV/68407700:21610/14:00214989 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.taylorfrancis.com/chapters/edit/10.1201/b15938-398/comparison-reliability-levels-provided-eurocodes-standards-russian-federation-sykora-holicky-nadolski" target="_blank" >https://www.taylorfrancis.com/chapters/edit/10.1201/b15938-398/comparison-reliability-levels-provided-eurocodes-standards-russian-federation-sykora-holicky-nadolski</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Comparison of the Reliability Levels Provided by Eurocodes and Standards of the Russian Federation

Popis výsledku v původním jazyce

A comparison of reliability levels of steel structures designed according to Eurocodes and standards of the Russian Federation is focused on the major differences between basic principles of the both standards (such as load combinations, system of partial factors) considering steel structures. General comparison of the main parameters characterizing load effects and resistances is supplemented by a numerical example of the reliability analysis of generic steel members for different combinations of permanent and variable actions. It appears that in most cases standards of the Russian Federation lead to a lower reliability level than Eurocodes. The main reason of this difference is attributed to specification of design values of permanent and variable loads. For both considered systems of standards, reliability of structures exposed to snow load is significantly lower than for structures subjected to imposed load and harmonisation in this regard is required.

Název v anglickém jazyce

Comparison of the Reliability Levels Provided by Eurocodes and Standards of the Russian Federation

Popis výsledku anglicky

A comparison of reliability levels of steel structures designed according to Eurocodes and standards of the Russian Federation is focused on the major differences between basic principles of the both standards (such as load combinations, system of partial factors) considering steel structures. General comparison of the main parameters characterizing load effects and resistances is supplemented by a numerical example of the reliability analysis of generic steel members for different combinations of permanent and variable actions. It appears that in most cases standards of the Russian Federation lead to a lower reliability level than Eurocodes. The main reason of this difference is attributed to specification of design values of permanent and variable loads. For both considered systems of standards, reliability of structures exposed to snow load is significantly lower than for structures subjected to imposed load and harmonisation in this regard is required.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/LG11043" target="_blank" >LG11043: Pravděpodobnostní metody hodnocení spolehlivosti a rizik konstrukcí</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Safety, Reliability and Risk Analysis: Beyond the Horizon

ISBN

978-1-138-00123-7

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

2637-2644

Název nakladatele

CRC Press/Balkema

Místo vydání

Leiden

Místo konání akce

Amsterdam

Datum konání akce

29. 9. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000339427104016