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

Liu, S. and Li, Y. and Zha, X. X. and Ye, J. Q. (2005) The non-linear simulation of the behaviour of integral concrete-filled steel tubular framed structures in fire conditions. In: Proceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005. Civil-Comp Proceedings . Civil-Comp Press, ITA. ISBN 1905088000

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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.

Item Type:
Contribution in Book/Report/Proceedings
Uncontrolled Keywords:
/dk/atira/pure/subjectarea/asjc/2300/2305
Subjects:
ID Code:
128604
Deposited By:
Deposited On:
29 Oct 2018 11:26
Refereed?:
Yes
Published?:
Published
Last Modified:
01 Jan 2020 10:52