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WEI Dong, LIU Ying-hua, ZHU Jian-ming, CEN Zhang-zhi. STABILITY LIMIT STATE ANALYSIS OF STEEL STRUCTURAL MEMBER UNDER FIRE[J]. Engineering Mechanics, 2007, 24(2): 74-079.
Citation: WEI Dong, LIU Ying-hua, ZHU Jian-ming, CEN Zhang-zhi. STABILITY LIMIT STATE ANALYSIS OF STEEL STRUCTURAL MEMBER UNDER FIRE[J]. Engineering Mechanics, 2007, 24(2): 74-079.
shu

STABILITY LIMIT STATE ANALYSIS OF STEEL STRUCTURAL MEMBER UNDER FIRE

  • (1. Department of Civil Engineering, Beihang University, Beijing 100083, P.R.China; 2. Department of Engineering Mechanics, Tsinghua University, Beijing 100084, P.R.China)

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  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
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  • In order to consider the effects of temperature on the properties of steel and temperature induced loading, based on the finite integral method, a nonlinear formulation of steel structural member under fire is presented. Pole analysis method is used to consider the geometric effects and to investigate the effects of different restraints, loadings and geometric defects on the limited state, from which some relationships between the variables are obtained. The comparison of the numerical results with the experimental results demonstrates the validity of the analysis method.
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