. "2"^^ . . "\u0160trbsk\u00E9 Pleso" . "Dufkov\u00E1, Magdal\u00E9na" . "COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES" . "RIV/68407700:21110/12:00193765" . "contribution to the fire resistance; timber construction; cladding materials; charring rate"@en . . "Kukl\u00EDk, Petr" . . . "COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES"@en . "2012-05-13+02:00"^^ . "[0DC1CEAA0746]" . . "There is a need to reduce people\u00B4s 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."@en . . "\u017Dilinsk\u00E1 univerzita v \u017Diline" . "\u017Dilina" . . "RIV/68407700:21110/12:00193765!RIV13-MSM-21110___" . . . "There is a need to reduce people\u00B4s 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." . . "128289" . . "COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES" . "S" . "978-80-87427-23-1" . . . "21110" . . "COMPUTATIONAL MODELS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF TIMBER STRUCTURES"@en . "Wood and fire safety 2012" . "8"^^ . . . . "2"^^ .