Reliability of a Steel Beam under Persistent and Fire Design Situation

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F01%3A07040847" target="_blank" >RIV/68407700:21610/01:07040847 - isvavai.cz</a>
Výsledek na webu
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Jazyk výsledku
angličtina
Název v původním jazyce
Reliability of a Steel Beam under Persistent and Fire Design Situation
Popis výsledku v původním jazyce
Reliability analysis of a steel beam supporting floor of an office area takes into account both the persistent and accidental (fire) design situation. The beam designed in accordance with Eurocodes is analyzed using the first and second order reliabilitymethod FORM and SORM. It appears that reliability at the persistent design situation is sufficient. Reliability at the fire design situation can be well controlled by partial safety factor of the fire load intensity.
Název v anglickém jazyce
Reliability of a Steel Beam under Persistent and Fire Design Situation
Popis výsledku anglicky
Reliability analysis of a steel beam supporting floor of an office area takes into account both the persistent and accidental (fire) design situation. The beam designed in accordance with Eurocodes is analyzed using the first and second order reliabilitymethod FORM and SORM. It appears that reliability at the persistent design situation is sufficient. Reliability at the fire design situation can be well controlled by partial safety factor of the fire load intensity.

Rok uplatnění
2001
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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