Paper Title:
Fire Performance of CFST, SRC and RC Frames
  Abstract

Failure mechanism and fire resistance comparison of concrete-filled steel tube (CFST) frames, reinforced concrete (RC) frames and steel reinforced concrete (SRC) fames are proposed in this paper when their bearing capacity and rigidity at room temperature are similar. The result shows that the failure mode and failure mechanism of the 3 frame structures are much different, and the SRC frames have the maximum fire resistance.

  Info
Periodical
Chapter
Chapter 2: Building Technology Science
Edited by
Xuejun Zhou
Pages
300-303
DOI
10.4028/www.scientific.net/AMM.99-100.300
Citation
G. Y. Wang, X. Q. Wang, G. W. Liu, X. Y. Liu, D. F. Ma, "Fire Performance of CFST, SRC and RC Frames", Applied Mechanics and Materials, Vols. 99-100, pp. 300-303, 2011
Online since
September 2011
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