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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00193765%21RIV13-MSM-21110___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
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 the results 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. 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 the results 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.
dcterms:title
COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES
skos:prefLabel
COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES
skos:notation
RIV/68407700:21110/12:00193765!RIV13-MSM-21110___
n8:predkladatel
n20:orjk%3A21110
n3:aktivita
n18:S
n3:aktivity
S
n3:dodaniDat
n16:2013
n3:domaciTvurceVysledku
n11:5074231 n11:2209500
n3:druhVysledku
n15:D
n3:duvernostUdaju
n5:S
n3:entitaPredkladatele
n4:predkladatel
n3:idSjednocenehoVysledku
128289
n3:idVysledku
RIV/68407700:21110/12:00193765
n3:jazykVysledku
n13:eng
n3:klicovaSlova
contribution to the fire resistance; timber construction; cladding materials; charring rate
n3:klicoveSlovo
n9:timber%20construction n9:charring%20rate n9:contribution%20to%20the%20fire%20resistance n9:cladding%20materials
n3:kontrolniKodProRIV
[0DC1CEAA0746]
n3:mistoKonaniAkce
Štrbské Pleso
n3:mistoVydani
Žilina
n3:nazevZdroje
Wood and fire safety 2012
n3:obor
n7:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:rokUplatneniVysledku
n16:2012
n3:tvurceVysledku
Dufková, Magdaléna Kuklík, Petr
n3:typAkce
n10:WRD
n3:zahajeniAkce
2012-05-13+02:00
s:numberOfPages
8
n12:hasPublisher
Žilinská univerzita v Žiline
n17:isbn
978-80-87427-23-1
n19:organizacniJednotka
21110