The influence of description of fire curves on the thermal and reliability response of steel structure

The paper presents a proposal for the assessment of the reliability of statically determinate steel truss in the persistent and accidental (fire) design situation. The steel truss was modelled as series system from the reliability standpoint. The global Hasofer-Lind reliability index was employed, c...

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Main Authors: Kubicka Katarzyna, Radoń Urszula, Szaniec Waldemar
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201711700095
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spelling doaj-1fbf01b76a1048d884490694327e10002021-02-02T01:04:16ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011170009510.1051/matecconf/201711700095matecconf_rsp2017_00095The influence of description of fire curves on the thermal and reliability response of steel structureKubicka Katarzyna0Radoń Urszula1Szaniec Waldemar2Kielce University of Technology, Faculty of Civil Engineering and ArchitectureKielce University of Technology, Faculty of Civil Engineering and ArchitectureKielce University of Technology, Faculty of Civil Engineering and ArchitectureThe paper presents a proposal for the assessment of the reliability of statically determinate steel truss in the persistent and accidental (fire) design situation. The steel truss was modelled as series system from the reliability standpoint. The global Hasofer-Lind reliability index was employed, computed in successive time steps for the whole structure, not for individual elements. Fire analysis was carried out according to three different time-temperature curves-standard, hydrocarbon and external. Monitoring the reliability index in the successive minutes of the fire makes it possible to estimate the probability of the structure failure, and to decide whether the required safety level is maintained.https://doi.org/10.1051/matecconf/201711700095
collection DOAJ
language English
format Article
sources DOAJ
author Kubicka Katarzyna
Radoń Urszula
Szaniec Waldemar
spellingShingle Kubicka Katarzyna
Radoń Urszula
Szaniec Waldemar
The influence of description of fire curves on the thermal and reliability response of steel structure
MATEC Web of Conferences
author_facet Kubicka Katarzyna
Radoń Urszula
Szaniec Waldemar
author_sort Kubicka Katarzyna
title The influence of description of fire curves on the thermal and reliability response of steel structure
title_short The influence of description of fire curves on the thermal and reliability response of steel structure
title_full The influence of description of fire curves on the thermal and reliability response of steel structure
title_fullStr The influence of description of fire curves on the thermal and reliability response of steel structure
title_full_unstemmed The influence of description of fire curves on the thermal and reliability response of steel structure
title_sort influence of description of fire curves on the thermal and reliability response of steel structure
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2017-01-01
description The paper presents a proposal for the assessment of the reliability of statically determinate steel truss in the persistent and accidental (fire) design situation. The steel truss was modelled as series system from the reliability standpoint. The global Hasofer-Lind reliability index was employed, computed in successive time steps for the whole structure, not for individual elements. Fire analysis was carried out according to three different time-temperature curves-standard, hydrocarbon and external. Monitoring the reliability index in the successive minutes of the fire makes it possible to estimate the probability of the structure failure, and to decide whether the required safety level is maintained.
url https://doi.org/10.1051/matecconf/201711700095
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