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    Heterogeneity-Based Survival Analysis of NBI Condition Ratings for Concrete Highway Bridge Decks in Oregon by Condition Group

    Source: Journal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 004::page 04021029-1
    Author:
    Jason C. Anderson
    ,
    Avinash Unnikrishnan
    ,
    Thomas Schumacher
    DOI: 10.1061/(ASCE)IS.1943-555X.0000636
    Publisher: ASCE
    Abstract: This study applied a heterogeneity-based survival analysis to determine significant contributing factors to a bridge deck’s time-in-condition rating (TICR) by condition rating (CR) group: high CR, medium CR, and low CR. Although previous work has shown the effects of different CR groups on time in condition, CR-group-specific effects of NBI-related variables on time in condition by CR group are less documented. Additionally, heterogeneity issues with NBI data have focused on between-group heterogeneity, and not on bridge-deck-specific variation due to unobserved heterogeneity. In the context of statistical and econometric models, unobserved heterogeneity refers to unobserved characteristics that may influence the process of interest—in this case, the likelihood of being assigned a lower CR. This work uniquely addressed both these gaps. First, three separate survival models by CR group were fit and a parameter transferability test was conducted. Results from the parameter transferability test indicated that separate models by CR group should be fit (i.e., parameters and their effects are not transferable among CR groups). Secondly, to account for bridge-deck-specific variation due to unobserved heterogeneity and to address potential bias in parameter estimates, random parameters were estimated. Model specifications suggested that the NBI data are susceptible to large amounts of heterogeneity, as indicated by the number of random parameters and the heterogeneity-based model being preferred over the fixed parameters model. For CR-group-specific variables and effects, only two variables were found to be significant in each CR group: mountainous climate, and design period after 1970. For both variables, the effects differed by CR group.
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      Heterogeneity-Based Survival Analysis of NBI Condition Ratings for Concrete Highway Bridge Decks in Oregon by Condition Group

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272417
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    contributor authorJason C. Anderson
    contributor authorAvinash Unnikrishnan
    contributor authorThomas Schumacher
    date accessioned2022-02-01T21:59:07Z
    date available2022-02-01T21:59:07Z
    date issued12/1/2021
    identifier other%28ASCE%29IS.1943-555X.0000636.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272417
    description abstractThis study applied a heterogeneity-based survival analysis to determine significant contributing factors to a bridge deck’s time-in-condition rating (TICR) by condition rating (CR) group: high CR, medium CR, and low CR. Although previous work has shown the effects of different CR groups on time in condition, CR-group-specific effects of NBI-related variables on time in condition by CR group are less documented. Additionally, heterogeneity issues with NBI data have focused on between-group heterogeneity, and not on bridge-deck-specific variation due to unobserved heterogeneity. In the context of statistical and econometric models, unobserved heterogeneity refers to unobserved characteristics that may influence the process of interest—in this case, the likelihood of being assigned a lower CR. This work uniquely addressed both these gaps. First, three separate survival models by CR group were fit and a parameter transferability test was conducted. Results from the parameter transferability test indicated that separate models by CR group should be fit (i.e., parameters and their effects are not transferable among CR groups). Secondly, to account for bridge-deck-specific variation due to unobserved heterogeneity and to address potential bias in parameter estimates, random parameters were estimated. Model specifications suggested that the NBI data are susceptible to large amounts of heterogeneity, as indicated by the number of random parameters and the heterogeneity-based model being preferred over the fixed parameters model. For CR-group-specific variables and effects, only two variables were found to be significant in each CR group: mountainous climate, and design period after 1970. For both variables, the effects differed by CR group.
    publisherASCE
    titleHeterogeneity-Based Survival Analysis of NBI Condition Ratings for Concrete Highway Bridge Decks in Oregon by Condition Group
    typeJournal Paper
    journal volume27
    journal issue4
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)IS.1943-555X.0000636
    journal fristpage04021029-1
    journal lastpage04021029-19
    page19
    treeJournal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 004
    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
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