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Original scientific paper

Safety of steel structures under the influence of fire loads

Ivica Boko
Vinko Jović
Bernardin Peroš


Full text: english pdf 336 Kb

page 11-20

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Abstract

The paper presents an analysis of the influence of various types of actual fire loads upon a given industrial structure - a steel warehouse. Six different fire loads were simulated with different quantities of combustible material and by varying floor surfaces covered by combustible material. Using a zone model, based on an approximate formulation, for different fire loads, obtained by varying the surface of ventilation openings, it was possible to obtain the temperature curves as a function of time which were used as the temperature load upon the supporting steel structure. The model of transient non-linear heat transfer was used to analyse the influence of the shape of the crosssection of the steel structure in the case of standard fire. For specific cross-sections of a steel structure (nonprotected and protected) the temperatures for six different cases of actual fires were determined.

Keywords

actual fire load, transient non-linear heat transfer, temperature curves, section factor

Hrčak ID:

317043

URI

https://hrcak.srce.hr/317043

Publication date:

19.12.2002.

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