Attributes | Values |
---|
rdf:type
| |
Description
| - Eurocode 1992-1-2 includes the following alternative design methods: detailing according to tabulated data, simplified calculating method for specific types of members and general calculating method for simulating the behavior of structural members, parts of structure or the entire structure. For determining the fire resistance of reinforced concrete slab structure the tabulated data and the simplified calculating method are used. Temperature distribution in concrete cross-section is determined using FEM analysis (ANsys) and numerical solution (Nonstac) of differential equation of heat transfer. Calculated temperatures are compared with temperature profiles given in annex A. Structural response of slab cross-section is determined using “500°C” isotherm method.
- Eurocode 1992-1-2 includes the following alternative design methods: detailing according to tabulated data, simplified calculating method for specific types of members and general calculating method for simulating the behavior of structural members, parts of structure or the entire structure. For determining the fire resistance of reinforced concrete slab structure the tabulated data and the simplified calculating method are used. Temperature distribution in concrete cross-section is determined using FEM analysis (ANsys) and numerical solution (Nonstac) of differential equation of heat transfer. Calculated temperatures are compared with temperature profiles given in annex A. Structural response of slab cross-section is determined using “500°C” isotherm method. (en)
|
Title
| - Study of slab fire resistance according to eurocode using different computational methods
- Study of slab fire resistance according to eurocode using different computational methods (en)
|
skos:prefLabel
| - Study of slab fire resistance according to eurocode using different computational methods
- Study of slab fire resistance according to eurocode using different computational methods (en)
|
skos:notation
| - RIV/61989100:27120/11:86080729!RIV12-MSM-27120___
|
http://linked.open...avai/riv/aktivita
| |
http://linked.open...avai/riv/aktivity
| |
http://linked.open...vai/riv/dodaniDat
| |
http://linked.open...aciTvurceVysledku
| |
http://linked.open.../riv/druhVysledku
| |
http://linked.open...iv/duvernostUdaju
| |
http://linked.open...titaPredkladatele
| |
http://linked.open...dnocenehoVysledku
| |
http://linked.open...ai/riv/idVysledku
| - RIV/61989100:27120/11:86080729
|
http://linked.open...riv/jazykVysledku
| |
http://linked.open.../riv/klicovaSlova
| - firedesign, reinrorced concrete, slab structure (en)
|
http://linked.open.../riv/klicoveSlovo
| |
http://linked.open...ontrolniKodProRIV
| |
http://linked.open...v/mistoKonaniAkce
| |
http://linked.open...i/riv/mistoVydani
| |
http://linked.open...i/riv/nazevZdroje
| - Application of Structural Fire Engineering
|
http://linked.open...in/vavai/riv/obor
| |
http://linked.open...ichTvurcuVysledku
| |
http://linked.open...cetTvurcuVysledku
| |
http://linked.open...vavai/riv/projekt
| |
http://linked.open...UplatneniVysledku
| |
http://linked.open...iv/tvurceVysledku
| - Matečková, Pavlína
- Čajka, Radim
|
http://linked.open...vavai/riv/typAkce
| |
http://linked.open.../riv/zahajeniAkce
| |
number of pages
| |
http://purl.org/ne...btex#hasPublisher
| - Wald, F., Horová, K., Jirků, J.
|
https://schema.org/isbn
| |
http://localhost/t...ganizacniJednotka
| |