COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES

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

COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES

Popis výsledku v původním jazyce

There is a need to reduce people´s fear of fires to increase the use of wood as a structural material. The correct modelling of the fire and sufficient knowledge of wood behaviour at elevated temperatures leads to the improvement and specification of theresults of the fire resistance times. The assessment of wooden structures in terms of fire resistance can be mode using national technical standards and manuals, the calculation according to Eurocode (EN 1995-1-2) or fire tests. The computational procedures given by Eurocode 5 are applicable to elements of wood and wood-based materials, selected connections and exactly specified panels and this for the maximum fire resistance of 60 min. It can be verified for wall (floor) assemblies in addition to solving the load-bearing function (criterion R) and the separating function (criterions E, I). This paper is focused on timber structures exposed to fire, especially on the contribution to the fire resistance of timber structures boards.

Název v anglickém jazyce

COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES

Popis výsledku anglicky

There is a need to reduce people´s fear of fires to increase the use of wood as a structural material. The correct modelling of the fire and sufficient knowledge of wood behaviour at elevated temperatures leads to the improvement and specification of theresults of the fire resistance times. The assessment of wooden structures in terms of fire resistance can be mode using national technical standards and manuals, the calculation according to Eurocode (EN 1995-1-2) or fire tests. The computational procedures given by Eurocode 5 are applicable to elements of wood and wood-based materials, selected connections and exactly specified panels and this for the maximum fire resistance of 60 min. It can be verified for wall (floor) assemblies in addition to solving the load-bearing function (criterion R) and the separating function (criterions E, I). This paper is focused on timber structures exposed to fire, especially on the contribution to the fire resistance of timber structures boards.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Wood and fire safety 2012

ISBN

978-80-87427-23-1

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

119-126

Název nakladatele

University of Žilina

Místo vydání

Žilina

Místo konání akce

Štrbské Pleso

Datum konání akce

13. 5. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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