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The non-linear simulation of the behaviour of integral concrete-filled steel tubular framed structures in fire conditions

  • S. Liu*
  • , Y. Li
  • , X. X. Zha
  • , J. Q. Ye
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • University of Leeds

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

In this paper, non-linear finite element method is used to simulate the behaviour of integral CFST tubular framed structures in fire. The framed structures are constructed with circular CFST columns and steel beams of I-sections. The structural responses of the structures, including critical temperature and fire-resisting limit time are obtained for the ISO-834 standard fire. Parametric studies are carried out to show their influence on the capacity of the frame structures in fire. Suggestions and recommendations are presented for possible adoption in future construction and design of these structures.

Original languageEnglish
Title of host publicationProceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005
StatePublished - 2005
Externally publishedYes
Event10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005 - Rome, Italy
Duration: 30 Aug 20052 Sep 2005

Publication series

NameProceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005

Conference

Conference10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005
Country/TerritoryItaly
CityRome
Period30/08/052/09/05

Keywords

  • Concrete-filled steel tube
  • Finite element method
  • Fire resistance
  • Steel frame

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