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首页> 外文期刊>KSCE journal of civil engineering >A Modification to HL-RF Method for Computation of Structural Reliability Index in Problems with Skew-distributed Variables
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A Modification to HL-RF Method for Computation of Structural Reliability Index in Problems with Skew-distributed Variables

机译:斜分布变量问题中结构可靠性指标计算的HL-RF方法改进

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摘要

The Hasofer-Lind and Rackwitz-Fiessler (HL-RF) method in reliability analysis is a popular iterative method for obtaining the reliability index. However, in the cases of limit state functions with skew-distributed variables, HL-RF method may give inappropriate answers. This paper represents a modification to HL-RF method in order to improve its performance in such problems. Based on this modification, non-normal distributions are replaced with equivalent skew-normal distributions instead of equivalent normal distributions. By this modification, asymmetric non-normal distributions are not replaced with symmetric distributions anymore. It is demonstrated that this consideration of skewness of non-normal distributions improves the behavior of HL-RF method and makes the proposed method more reliable. This improvement is shown through illustrative examples.
机译:可靠性分析中的Hasofer-Lind和Rackwitz-Fiessler(HL-RF)方法是一种用于获取可靠性指标的流行迭代方法。但是,在极限状态函数带有偏斜分布变量的情况下,HL-RF方法可能会给出不合适的答案。本文对HL-RF方法进行了改进,以提高其在此类问题中的性能。基于此修改,将非正态分布替换为等效的正态分布而不是等效的正态分布。通过这种修改,不再用对称分布代替不对称的非正态分布。结果表明,这种对非正态分布偏度的考虑改善了HL-RF方法的性能,并使所提出​​的方法更加可靠。通过说明性示例显示了这种改进。

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