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Analysis of the load-carrying capacity of a steel frame under fire conditions

Piotr Bilko / Szymon Sawczynski

This article aims at presenting the basic principles of designing steel structures according to Eurocode PN-EN 1993-1-2, i.e. with respect to ensuring the appropriate level of safety for such structures in case of a fire developing into flashover. The load-carrying capacity of a steel structure, serving as an example, was assessed on the basis of a static strain-stress analysis. The analysis was conducted regarding changes in the temperature of structural members, both the exposed and the fireproof protected ones, under fire conditions.

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Analysis of the load-carrying capacity of a steel frame under fire conditions

Piotr Bilko / Szymon Sawczynski

This article aims at presenting the basic principles of designing steel structures according to Eurocode PN-EN 1993-1-2, i.e. with respect to ensuring the appropriate level of safety for such structures in case of a fire developing into flashover. The load-carrying capacity of a steel structure, serving as an example, was assessed on the basis of a static strain-stress analysis. The analysis was conducted regarding changes in the temperature of structural members, both the exposed and the fireproof protected ones, under fire conditions.

Analysis of the load-carrying capacity of a steel frame under fire conditions

Piotr Bilko / Szymon Sawczynski

This article aims at presenting the basic principles of designing steel structures according to Eurocode PN-EN 1993-1-2, i.e. with respect to ensuring the appropriate level of safety for such structures in case of a fire developing into flashover. The load-carrying capacity of a steel structure, serving as an example, was assessed on the basis of a static strain-stress analysis. The analysis was conducted regarding changes in the temperature of structural members, both the exposed and the fireproof protected ones, under fire conditions.

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Titel:

Analysis of the load-carrying capacity of a steel frame under fire conditions

Beteiligte:

Piotr Bilko (Autor:in) / Szymon Sawczynski (Autor:in)

Erschienen in:

Scientific Journal of the Military University of Land Forces, Vol 187, Iss 1, Pp 129-139 (2018)

Erscheinungsdatum:

2018

ISSN:

2544-7122 , 2545-0719

DOI:

https://doi.org/10.5604/01.3001.0011.7367

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Unbekannt

Schlagwörter:

fire , ultimate limit state , steel structures , critical temperature , fire resistance , Military Science , U

Metadata by DOAJ is licensed under CC BY-SA 1.0

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