Effect of travelling fire on structural response of a generic steel fire protected moment resisting frame

Farshad Hashemi Rezvani, Behrouz Behnam, Hamid R. Ronagh, Ann E. Jeffers

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

Abstract

To simulate a fire inside large compartments, there is a pioneering method called 'traveling fire'. As steel structures are vulnerable to high temperatures, they are normally fireproofed by insulation materials appropriate for a specific duration of time. An investigation is performed here to examine the robustness of a generic fourstory moment-resisting steel structure, fireproofed to comply with the one-hour standard curve, when it is subjected to traveling fire. The results show that while no collapse occurs during the 12.5%, 50% and 100%, the structure collapses under the 25% fire size at 75 min. This seems to be in contradiction with traditional belief, where it is assumed that taking into consideration a larger-scale fire in a compartment would increase the safety margin. The investigation performed also underlines that the fireproofing of structures does not necessarily provide adequate resistance under traveling fires.
Original languageEnglish
Title of host publicationProceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), 9-11 December 2015, Brisbane, Australia
PublisherUniversity of Queensland
Pages1069-1076
Number of pages8
ISBN (Print)9781742721477
Publication statusPublished - 2015
EventInternational Conference on Performance-based and Life-cycle Structural Engineering -
Duration: 9 Dec 2015 → …

Conference

ConferenceInternational Conference on Performance-based and Life-cycle Structural Engineering
Period9/12/15 → …

Keywords

  • steel, structural
  • fires
  • fireproofing
  • high temperatures

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