. . . "Teplotn\u00ED anal\u00FDza \u017Eelezobetonov\u00E9 prefabrikovan\u00E9 konstrukce za po\u017E\u00E1ru"@cs . . "Pro p\u0159esn\u011Bj\u0161\u00ED ur\u010Den\u00ED po\u017E\u00E1rn\u00ED odolnosti stavebn\u00EDch konstrukc\u00ED je p\u0159\u00EDhodn\u00E9 se zab\u00FDvat velikost\u00ED po\u017E\u00E1ru a anal\u00FDzou nestacion\u00E1rn\u00EDho teplotn\u00EDho pole posuzovan\u00E9 konstrukce. P\u0159\u00EDsp\u011Bvek stanovuje rozsah po\u017E\u00E1ru v prefabrikovan\u00E9 konstrukci gar\u00E1\u017Ee podle dvouz\u00F3nov\u00E9ho po\u017E\u00E1rn\u00EDho modelu BRANZFIRE a n\u00E1sledn\u011B modeluje nestacion\u00E1rn\u00ED veden\u00ED tepla v konstrukci programem ANSYS. V\u00FDsledky modelu jsou porovn\u00E1ny s normovou teplotn\u00ED k\u0159ivkou. P\u0159\u00EDsp\u011Bvek byl naps\u00E1n jako d\u00EDl\u010D\u00ED \u010D\u00E1st projektu intern\u00EDho doktorsk\u00E9ho grantu (IGS 2005) %22Modelov\u00E1n\u00ED stavebn\u00EDch konstrukc\u00ED za po\u017E\u00E1ru metodou MKP%22."@cs . "1" . "Teplotn\u00ED anal\u00FDza \u017Eelezobetonov\u00E9 prefabrikovan\u00E9 konstrukce za po\u017E\u00E1ru" . . . "Thermal Analysis of Prefabricated Reinforced Concrete Structures under Fire Conditions"@en . "Teplotn\u00ED anal\u00FDza \u017Eelezobetonov\u00E9 prefabrikovan\u00E9 konstrukce za po\u017E\u00E1ru"@cs . . "6" . . . "27200" . "To facilitate a more accurate determination of fire endurance figures in the subject of building structures, it is appropriate to take in mind the scope of fire along with the analysis of a non-stationary thermal field in accordance with the structure be assessed. The paper determines the scope of fire in a prefabricated garage in conformity with a two-zone fire simulation (a BRANZFIRE SW program), to simulate subsequently a non-stationary heat transfer in the structure by the use of a (ANSYS SW program). Accordingly, results are compared with standard temperature curve. This is a part and internal grant (IGS 2005) called %22Building Structures Fire Performance Simulation by the use of the MKP method%22."@en . . "[791FC95B1A0E]" . . "50"^^ . "9-11" . "RIV/61989100:27200/06:00013534!RIV07-GA0-27200___" . . . "Thermal Analysis of Prefabricated Reinforced Concrete Structures under Fire Conditions"@en . "1"^^ . "503441" . "CZ - \u010Cesk\u00E1 republika" . "1"^^ . "P(GD103/05/H036)" . "SPEKTRUM" . "thermal response; zone fire simulation; concrete slab; heat transfer; finite element method"@en . . "Pro p\u0159esn\u011Bj\u0161\u00ED ur\u010Den\u00ED po\u017E\u00E1rn\u00ED odolnosti stavebn\u00EDch konstrukc\u00ED je p\u0159\u00EDhodn\u00E9 se zab\u00FDvat velikost\u00ED po\u017E\u00E1ru a anal\u00FDzou nestacion\u00E1rn\u00EDho teplotn\u00EDho pole posuzovan\u00E9 konstrukce. P\u0159\u00EDsp\u011Bvek stanovuje rozsah po\u017E\u00E1ru v prefabrikovan\u00E9 konstrukci gar\u00E1\u017Ee podle dvouz\u00F3nov\u00E9ho po\u017E\u00E1rn\u00EDho modelu BRANZFIRE a n\u00E1sledn\u011B modeluje nestacion\u00E1rn\u00ED veden\u00ED tepla v konstrukci programem ANSYS. V\u00FDsledky modelu jsou porovn\u00E1ny s normovou teplotn\u00ED k\u0159ivkou. P\u0159\u00EDsp\u011Bvek byl naps\u00E1n jako d\u00EDl\u010D\u00ED \u010D\u00E1st projektu intern\u00EDho doktorsk\u00E9ho grantu (IGS 2005) %22Modelov\u00E1n\u00ED stavebn\u00EDch konstrukc\u00ED za po\u017E\u00E1ru metodou MKP%22." . "Teplotn\u00ED anal\u00FDza \u017Eelezobetonov\u00E9 prefabrikovan\u00E9 konstrukce za po\u017E\u00E1ru" . "1211-6920" . . . . "RIV/61989100:27200/06:00013534" . "Ku\u010Dera, Petr" .