Verifikace dílčího součinitele spolehlivosti u příkladu ocelového rámu s imperfekcemi

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Verification of the partial reliability factors on a case of a frame with respecting random imperfections

Popis výsledku v původním jazyce

The analysis of the failure probability unbalance depending on the relation between permanent active component and variable active component is described in the present paper. The steel structures design standard EC3 allows, for frame structures with compression members, to determine the load carrying capacity both by the stability solution with buckling length and by geometrically non-linear solution with initial imperfection. Values of these load carrying capacities often differ, this fact influencingg also the structure safety design. The steel plane frame with two loaded, fixed columns and one cross bar was solved. A geometrically and physically non-linear solution was applied to the probability analysis. The input random quantities were consideredboth according to histograms determined experimentally, and by application of classical probability distribution types having parameters recommended in the corresponding specialized literature. The numerical simulation method Importance

Název v anglickém jazyce

Verification of the partial reliability factors on a case of a frame with respecting random imperfections

Popis výsledku anglicky

The analysis of the failure probability unbalance depending on the relation between permanent active component and variable active component is described in the present paper. The steel structures design standard EC3 allows, for frame structures with compression members, to determine the load carrying capacity both by the stability solution with buckling length and by geometrically non-linear solution with initial imperfection. Values of these load carrying capacities often differ, this fact influencingg also the structure safety design. The steel plane frame with two loaded, fixed columns and one cross bar was solved. A geometrically and physically non-linear solution was applied to the probability analysis. The input random quantities were consideredboth according to histograms determined experimentally, and by application of classical probability distribution types having parameters recommended in the corresponding specialized literature. The numerical simulation method Importance

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

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

Rok uplatnění

2003

Kód důvěrnosti údajů

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

Název statě ve sborníku

Metal Structures - Design, Fabrication, Economy

ISBN

9077017755

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

19-22

Název nakladatele

Millpress

Místo vydání

University of Miscolc, Hungary

Místo konání akce

University of Miskolc, Hungary

Datum konání akce

3. 4. 2003

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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