首页> 外文期刊>International Journal of Civil Engineering,Transaction A:Civil Engineering >Assessing Temporary Speed Restrictions and Associated Unavailability Costs in Railway Infrastructure
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Assessing Temporary Speed Restrictions and Associated Unavailability Costs in Railway Infrastructure

机译:评估铁路基础设施中的临时速度限制和相关的不可用成本

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This paper analyses the occurrence of temporary speed restrictions in railway infrastructure associated with railway track geometry degradation. A negative binomial regression model is put forward to estimate the expected number of temporary speed restrictions, controlling for the main quality indicators of railway track geometry degradation and for the maintenance and renewal actions/decisions. The prediction of temporary speed restrictions provides a quantitative way to support the assessment of unavailability costs to railway users. A case study on the Lisbon-Oporto Portuguese line is explored, comparing three statistical models: the Poisson, the 'over-dispersed' Poisson and the proposed negative binomial regression. Main findings suggest that the main quality indicators for railway track geometry degradation are statistically significant variables, apart from the maintenance and renewal actions. Finally, a discussion on the impacts of the unavailability costs associated with temporary speed restrictions is also provided in a regulated railway context.
机译:本文分析了与铁路轨道几何形状退化相关的铁路基础设施中临时速度限制的发生。提出了负二项式回归模型来估计临时速度限制的预期数量,控制铁路轨道几何形状退化的主要质量指标以及维护和更新措施/决策。临时速度限制的预测提供了一种定量方法,以支持对铁路用户的不可用成本进行评估。探索了里斯本-波尔图葡萄牙线的案例研究,比较了三种统计模型:泊松,“过度分散”泊松和建议的负二项式回归。主要发现表明,除维护和更新措施外,铁路轨道几何形状退化的主要质量指标是统计学上显着的变量。最后,在规范的铁路环境中,还讨论了与临时速度限制相关的不可用成本的影响。

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