Source Journal for Chinese Scientific and Technical Papers
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Volume 34 Issue 1
Dec.  2014
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Article Contents
Chen Ligang, Li Xiaodong, Dong Yuli. TEST STUDY ON PERFORMANCE OF THE REINFORCED CONCRETE THREE-SPAN CONTINUOUS SLABS UNDER FIRE-FIRE IN SIDE SPAN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 66-68,75. doi: 10.13204/j.gyjz200401019
Citation: Chen Ligang, Li Xiaodong, Dong Yuli. TEST STUDY ON PERFORMANCE OF THE REINFORCED CONCRETE THREE-SPAN CONTINUOUS SLABS UNDER FIRE-FIRE IN SIDE SPAN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 66-68,75. doi: 10.13204/j.gyjz200401019

TEST STUDY ON PERFORMANCE OF THE REINFORCED CONCRETE THREE-SPAN CONTINUOUS SLABS UNDER FIRE-FIRE IN SIDE SPAN

doi: 10.13204/j.gyjz200401019
  • Received Date: 2003-06-21
  • Publish Date: 2004-01-20
  • In this paper, a research on the reinforced concrete full-scale three-span continuous slabs under fire was carried out, which underwent the normal loading.From the test, the regularities of the deformation and the temperature distribution were presented, furthermore the characteristics of the internal force redistribution and their destroying features of the reinforced concrete continuous slabs were analysed.The self-made fire-test furnace was used for all the tests, which is reliable and convenient.
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    [2] BSI.Structural Use of Steelwork in Building, Part 8.Code of Practice for Fire Resistance Design, 1990
    [3] 董毓利, 王清安, 范维澄.火灾中均布荷载作用下钢筋混凝土方板的极限分析.自然灾害学报, 1997(11):18~22
    [4] 董毓利, 王清安, 范维澄.火灾后钢筋混凝土异形板的极限均布荷载.力学与实践, 1998(20):53~55
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