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《China Safety Science Journal(CSSJ)》 2006-02
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Non-linear Finite Element Analysis of Fire Resistance for Steel Truss Dome

JIANG Lan-chao~1 YANG Nai-xie~2 (1 School of Civil & Architecture Engineering, Beijing Jiaotong University 2 National Stadium Co. Ltd.,Beijing?100101,China)  
Two approaches were used to quantify the behavior of steel truss domes in fire. One was to analyze the fire itself and mechanical properties of single steel component in fire. The other was to analyze the structure of steel truss domes in resisting against the fire. Taking definite fire resistance time possessed by the structure as the standard, practical fire characteristics and nonlinear finite element analysis of the structure were predicted by computerized simulation to obtain the whole process response of structures under fire until they collapsed so as to quantify structural performance and critical temperature of the structure. The collapse of fire damage analysis was exemplified to obtain some conclusions. A rational understanding of practical fire resistance ability could be obtained, which could provide criteria for economical and scientific design in comprehensive fire-proof of the steel domes.
【CateGory Index】: TU391
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