Language: | Slovenian |
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Year of publishing: | 2017 |
Typology: | 2.09 - Master's Thesis |
Organization: | UL FGG - Faculty of Civil and Geodetic Engineering |
Publisher: | [R. Kurinčič] |
UDC: | 614.84:624.012.45:624.072.33(043.3) |
COBISS: | 8236385 |
Views: | 1053 |
Downloads: | 640 |
Average score: | 0 (0 votes) |
Metadata: |
Secondary language: | English |
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Secondary title: | Calculation of fire resistance of reinforced concrete portal frame construction |
Secondary abstract: | The thesis discusses the calculation of fire resistance of a reinforced concrete portal frame. The thesis is divided in three sections. The first part discusses the theoretical background for calculation of fire resistance of reinforced concrete construction in accordance with SIST EN 1992-1-2005. The second part discusses the calculation of reinforced concrete elements with the software tool Scia engineer. The third part discusses the calculation of fire resistance of reinforced concrete portal frame construction. Fire resistance is calculated using simplified calculation methods for construction exposed to standard temperature fire curve and parametric fire curve. Development of temperatures according to standard fire curve is given in standard. To calculate parametric fire curve the software tool Ozone V2.2 is used. Program calculates development of temperatures in fire sector. The development of temperatures in cross section is determined with software tool Heatko. The aim of the thesis is to calculate fire resistance of reinforced concrete portal frame construction and to show the difference between the standard temperature fire curve and parametric fire curve. |
Secondary keywords: | civil engineering;master thesis;fire resistance;reinforced concrete frame;standard temperature fire curve;parametric fire curve;500 °C isotherm method;zone method; |
Type (COBISS): | Master's thesis/paper |
Study programme: | 0 |
Thesis comment: | Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: | X, 70 str. |
ID: | 10914761 |