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

机译:屈曲系数随机性对火灾条件下可靠性指数价值的影响

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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:本文涉及在火灾条件下的钢桁架的可靠性分析,同时考虑屈曲系数,弹性模量和屈服强度的减少因子的随机性。为了评估可靠性系统分析。在Mathematica计划中实现了适当标准偏差的计算。分析了两种类型的桁架:静态测定和不确定,所以使用连续和混合系统。介绍了对不同级别的降低因子变异系数的结果。

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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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