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首页> 外文期刊>Journal of infrastructure systems >Heterogeneity-Based Survival Analysis of NBI Condition Ratings for Concrete Highway Bridge Decks in Oregon by Condition Group
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Heterogeneity-Based Survival Analysis of NBI Condition Ratings for Concrete Highway Bridge Decks in Oregon by Condition Group

机译:俄勒冈州混凝土公路桥面 NBI 条件等级的基于异质性的生存分析(按条件组)

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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. (c) 2021 American Society of Civil Engineers.
机译:本研究应用基于异质性的生存分析,按条件评级 (CR) 组(高 CR、中 CR 和低 CR)确定桥面状态时间评级 (TICR) 的重要影响因素。尽管以前的工作已经显示了不同 CR 组对状态时间的影响,但 CR 组对 NBI 相关变量对状态时间的 CR 组特异性影响较少。此外,NBI数据的异质性问题主要集中在组间异质性上,而不是由于未观察到的异质性而导致的桥面特异性变异。在统计和计量经济学模型的背景下,未观察到的异质性是指可能影响感兴趣过程的未观察到的特征——在这种情况下,被分配较低 CR 的可能性。这项工作独特地解决了这两个差距。首先,拟合CR组的3个独立生存模型,并进行参数可转移性检验。参数可转移性检验结果表明,CR组的单独模型应拟合(即参数及其效应不可在CR组之间转移)。其次,为了解释由于未观察到的异质性而导致的桥面特定变化,并解决参数估计中的潜在偏差,对随机参数进行了估计。模型规范表明,NBI数据容易受到大量异质性的影响,如随机参数的数量和基于异质性的模型优于固定参数模型所表明的那样。对于CR组特异性变量和效应,每个CR组中只有两个变量显著:山区气候和1970年后的设计期。对于这两个变量,效应因 CR 组而异。(c) 2021 年美国土木工程师协会。

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