Probabilistic Analysis of Structures in Serviceability Conditions

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F12%3A00217281" target="_blank" >RIV/68407700:21610/12:00217281 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Probabilistic Analysis of Structures in Serviceability Conditions

Popis výsledku v původním jazyce

The reliability of structures in the serviceability limit states is analysed. The basic Eurocode EN 1990 provides general recommendations which should be further supplemented including classification of irreversible serviceability limit states with respect to assumed consequences. Further harmonisation of National Annexes to Eurocodes and other prescriptive documents is needed. The standards recommend almost identical serviceability criteria for similar environment which are further compared with differently specified characteristic values of stresses, deflections, crack widths based on different analytical models and combinations of actions. An example of verification of the serviceability limit states of crack width for a reinforced concrete member indicates that the resulting crack width may be found in a rather big range. The probabilistic methods are applied for the verification of the reliability of the structural member and also of crack width model. It is shown that the reliabi

Název v anglickém jazyce

Probabilistic Analysis of Structures in Serviceability Conditions

Popis výsledku anglicky

The reliability of structures in the serviceability limit states is analysed. The basic Eurocode EN 1990 provides general recommendations which should be further supplemented including classification of irreversible serviceability limit states with respect to assumed consequences. Further harmonisation of National Annexes to Eurocodes and other prescriptive documents is needed. The standards recommend almost identical serviceability criteria for similar environment which are further compared with differently specified characteristic values of stresses, deflections, crack widths based on different analytical models and combinations of actions. An example of verification of the serviceability limit states of crack width for a reinforced concrete member indicates that the resulting crack width may be found in a rather big range. The probabilistic methods are applied for the verification of the reliability of the structural member and also of crack width model. It is shown that the reliabi

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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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

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

11th International Probabilistic Safety Assessment and Management Conference and the Annual European Safety and Reliability Conference 2012

ISBN

978-1-62276-436-5

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

1634-1639

Název nakladatele

Curran Associates, Inc.

Místo vydání

Red Hook

Místo konání akce

Helsinki

Datum konání akce

25. 6. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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