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    A Flexible Distribution Based on L-Moments and Its Application in Structural Reliability

    Source: ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg:;2025:;volume( 011 ):;issue: 004::page 41202-1
    Author:
    Tong, Ming-Na
    ,
    Zhao, Yan-Gang
    ,
    Lu, Zhao-Hui
    DOI: 10.1115/1.4068352
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The distribution information of random variables is essential for reliability engineering analysis. Distribution characteristics are generally described by traditional central moments (C-moments). However, C-moments may not be accurate, especially when the sample size of the data is small. Under these circumstances, linear moments (L-moments) are increasingly used to characterize random variables as they are less influenced by outliers and are more stable than C-moments. In this paper, a cubic normal distribution defined by L-moments is suggested. This distribution is divided into six types under different combinations of third and fourth L-moment ratios. In addition, the applicable range of the proposed distribution is investigated. This distribution is then applied to structural reliability, including statistical data analysis, marginal distribution of non-Gaussian stochastic processes, and reliability index calculation. The cubic normal distribution based on L-moments has a wider application range and in the presence of extreme values, which can fit the histogram better than the one based on C-moments. Several examples are presented to demonstrate the effectiveness of the distribution in reliability engineering practices mentioned previously.
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      A Flexible Distribution Based on L-Moments and Its Application in Structural Reliability

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4308311
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering

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    contributor authorTong, Ming-Na
    contributor authorZhao, Yan-Gang
    contributor authorLu, Zhao-Hui
    date accessioned2025-08-20T09:27:27Z
    date available2025-08-20T09:27:27Z
    date copyright4/28/2025 12:00:00 AM
    date issued2025
    identifier issn2332-9017
    identifier otherrisk_011_04_041202.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4308311
    description abstractThe distribution information of random variables is essential for reliability engineering analysis. Distribution characteristics are generally described by traditional central moments (C-moments). However, C-moments may not be accurate, especially when the sample size of the data is small. Under these circumstances, linear moments (L-moments) are increasingly used to characterize random variables as they are less influenced by outliers and are more stable than C-moments. In this paper, a cubic normal distribution defined by L-moments is suggested. This distribution is divided into six types under different combinations of third and fourth L-moment ratios. In addition, the applicable range of the proposed distribution is investigated. This distribution is then applied to structural reliability, including statistical data analysis, marginal distribution of non-Gaussian stochastic processes, and reliability index calculation. The cubic normal distribution based on L-moments has a wider application range and in the presence of extreme values, which can fit the histogram better than the one based on C-moments. Several examples are presented to demonstrate the effectiveness of the distribution in reliability engineering practices mentioned previously.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Flexible Distribution Based on L-Moments and Its Application in Structural Reliability
    typeJournal Paper
    journal volume11
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering
    identifier doi10.1115/1.4068352
    journal fristpage41202-1
    journal lastpage41202-11
    page11
    treeASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg:;2025:;volume( 011 ):;issue: 004
    contenttypeFulltext
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