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Influence of randomness of buckling coefficient on the reliability index's value under fire conditions

机译:火灾条件下屈曲系数随机性对可靠性指标值的影响

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摘要

The paper concerns reliability analysis of steel trusses under fire conditions with taking into account randomness of buckling coefficient, modulus of elasticity's and yield strength's reduction factors. To assess the reliability system analysis was employed. The calculations of appropriate standard deviations of random variables were realized in Mathematica program. Two types of trusses were analysed: statically determinate and indeterminate, so respectively serial and mixed system were used. The results, gotten for different levels of coefficients of variation of reduction factors were presented.
机译:该文考虑了屈曲系数的随机性,弹性模量和屈服强度的折减系数,对火灾条件下的钢桁架进行可靠性分析。为了评估可靠性,采用了系统分析。在Mathematica程序中实现了随机变量的适当标准偏差的计算。分析了两种类型的桁架:静态确定的和不确定确定的,因此分别使用串联和混合系统。给出了针对不同水平的归约因子变异系数得出的结果。

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  • 来源
    《Archives of Civil Engineering》 |2018年第3期|173-179|共7页
  • 作者单位

    Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, Kielce 25-314, Poland;

    Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, Kielce 25-314, Poland;

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