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Volume 34 Issue 1
Dec.  2014
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Article Contents
Xu Lei. THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 18-20. doi: 10.13204/j.gyjz200401005
Citation: Xu Lei. THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 18-20. doi: 10.13204/j.gyjz200401005

THEORETICAL MODEL FOR THE ANALYSIS OF FIRE RESISTANCE OF BAR-REINFORCED CONCRETE-FILLED SQUARE STEEL COLUMNS

doi: 10.13204/j.gyjz200401005
  • Received Date: 2003-09-10
  • Publish Date: 2004-01-20
  • On the basis of deciding the stress-strain relations of steel, bars and core concrete of bar-reinforced concrete filled square steel tubes, a theoretical model for the analysis of fire resistance has been put forward.The model has been validated by testing results.There is a good agreement between the two.The method introduced in this paper may be a reference for fireproof design of this sort of column.
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    韩林海, 徐蕾.带保护层方钢管混凝土柱耐火极限试验研究.土木工程学报, 2000, 33(6):69~75
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    [8] Han Linhai, Xu Lei, Zhao Xiaoling.Temperature Field Analysis of Concrete-Filled Steel Tubes.Advances in Structural Engineering-An International Journal, 2003, 6(2):121~133
    [9] Lie T T, Irwin R.J.Method to Calculate the Fire Resistance of Reinforced Concrete Columns with Rectangular Cross Section.ACI Structural Journal, 1993, 90(1):52~60
    [10] Hass R.On Realistic Testing of the Fire Protection Technology of Steel and Cement Supports.Translation of BHPR/NL/T/1444.1991.171
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