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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2017-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201711700095 |
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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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