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    Statistical Data Analysis for Trackway Asset Management Using Low-Level Nonconformance Rates

    Source: Journal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 001::page 04022044-1
    Author:
    Stephen M. Stark
    ,
    Ilan Juran
    DOI: 10.1061/JITSE4.ISENG-1891
    Publisher: American Society of Civil Engineers
    Abstract: Well-documented conditions of the country’s subway systems suggest that the development of a management strategy for aging infrastructure is an important asset management challenge. The purpose of this work is to address this challenge by developing a statistical data analysis approach for forecasting the aging effect on the time-dependent deterioration rate of an identified trackway cluster. The infrastructure database is the New York City subway system and the trackway that supports the delivery of service. While much focus has been given to the steel rail subcomponent of the trackway, little has been done in the way of statistical analysis on the low-level nonconformances in the support structure of those rails—namely, the invert, ties, fasteners, and plates. Though detectable, these conditions pose no risk to either safety or the serviceability of that asset, yet they do provide a certain degree of awareness that an entirely intuitive lifecycle deterioration process is underway. This paper illustrates the development of a statistical data analysis methodology using available trackway data sets for forecasting the aging effect on the system performance.
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      Statistical Data Analysis for Trackway Asset Management Using Low-Level Nonconformance Rates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292836
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    contributor authorStephen M. Stark
    contributor authorIlan Juran
    date accessioned2023-08-16T19:09:08Z
    date available2023-08-16T19:09:08Z
    date issued2023/03/01
    identifier otherJITSE4.ISENG-1891.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292836
    description abstractWell-documented conditions of the country’s subway systems suggest that the development of a management strategy for aging infrastructure is an important asset management challenge. The purpose of this work is to address this challenge by developing a statistical data analysis approach for forecasting the aging effect on the time-dependent deterioration rate of an identified trackway cluster. The infrastructure database is the New York City subway system and the trackway that supports the delivery of service. While much focus has been given to the steel rail subcomponent of the trackway, little has been done in the way of statistical analysis on the low-level nonconformances in the support structure of those rails—namely, the invert, ties, fasteners, and plates. Though detectable, these conditions pose no risk to either safety or the serviceability of that asset, yet they do provide a certain degree of awareness that an entirely intuitive lifecycle deterioration process is underway. This paper illustrates the development of a statistical data analysis methodology using available trackway data sets for forecasting the aging effect on the system performance.
    publisherAmerican Society of Civil Engineers
    titleStatistical Data Analysis for Trackway Asset Management Using Low-Level Nonconformance Rates
    typeJournal Article
    journal volume29
    journal issue1
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/JITSE4.ISENG-1891
    journal fristpage04022044-1
    journal lastpage04022044-12
    page12
    treeJournal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian