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Volume 34 Issue 1
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2004  >  34(1): 14-17
Yang Youfu, Han Linhai. RESEARCH ON CALCULATING METHOD FOR FIRE PROTECTION OF CONCRETE-FILLED STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 14-17. doi: 10.13204/j.gyjz200401004
Citation: Yang Youfu, Han Linhai. RESEARCH ON CALCULATING METHOD FOR FIRE PROTECTION OF CONCRETE-FILLED STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 14-17. doi: 10.13204/j.gyjz200401004
shu

RESEARCH ON CALCULATING METHOD FOR FIRE PROTECTION OF CONCRETE-FILLED STEEL TUBULAR COLUMNS

doi: 10.13204/j.gyjz200401004
  • 1.

    College of Civil Engineering and Architecture,Fuzhou University Fuzhou 350002

  • Received Date: 2003-09-10
  • Publish Date: 2004-01-20
    Abstract
  • The calculating results illustrate that the load acting on a concrete-filled steel tubular column has a great influence on the fire resistance time and fire protection thickness.Based on the numerical results and the prophase achievements of our research group, formulae which consider the influence of load ratio under fire, for the calculation of fire spray materials thickness of the composite columns under ISO-834 or GB/T 9978-1999 Standard Fire Curve are presented in this paper.Generally, the calculated results agree basically with the numerical and experimental results.
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    • References(14)
  • [2] Han Linhai, Zhao Xiaoling, Yang Youfu, et al.Experimental Study and Calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns.Journal of Structural Engineering, ASCE, 2003, 129(3):346～356
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    [3] Han Linhai, Yang Youfu, Xu Lei.An Experimental Study and Calculations of the Fire Resistance of Concrete-Filled SHS and Columns.Journal of Constructional Steel Research, 2003, 59(4):427～452
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