测量铁路管制站的工作负荷弱弹性信号

A. W. Siegel, J. Schraagen
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引用次数: 11

摘要

本文描述了一项在铁路控制站测量工作负荷弱弹性信号的观察研究。弱的恢复力信号表明系统的恢复力可能下降,恢复力被定义为复杂的社会技术系统应对意外和不可预见的中断的能力。一种基于弱弹性信号框架的方法引入了一种新的度量——拉伸来测量信号。拉伸是系统对外部集群事件的主观或客观反应,是早期应力-应变模型中变量的操作化。利用主观拉伸与客观拉伸的比值来识别工作负荷弱弹性信号。在实时操作过程中识别的弱弹性信号揭示了影响弹性状态的障碍,并启用了预测和减轻变化的措施,以保持系统的弹性。技术摘要背景:复杂社会技术系统的持续性能改进可能导致处理意外和不可预见的中断的能力降低。与技术和生物系统一样,这些社会技术系统可能会变得“强大,但脆弱”。弹性工程检查社会技术系统重组和适应意外和不可预见的能力。然而,弹性原则在设计和实现这些目标方面还没有得到充分的发展,并且需要度量来识别弹性变化。目的:探索一种新的方法来识别铁路系统在工作量边界周围的弹性变化,以预测正常运营期间的这些变化,从而提高应对意外和不可预见的中断的能力。方法:结合铁路系统的弹性状态模型,建立了一个弱弹性信号框架,得到了一个通用的、可量化的弱弹性信号模型。两个工作负载度量(即外部认知任务负载和集成工作负载规模)被合并为一个新的度量,称为拉伸。心率变异性用于相关性和验证。一项观察性研究是用来测量工作负荷弱弹性信号通过工作量量化在一个业务轨道控制站。结果:建立了铁路系统的理论弹性状态模型,并利用该模型生成了一个通用的可量化的弱弹性信号模型,形成了一个弱弹性信号框架,该框架是通过一种新的度量方法的基础,该方法被称为拉伸,具有三个变化:客观拉伸、主观拉伸和拉伸比。主观延伸的一个组成部分是集成工作负载规模,为此开发了一个实时工具来测量和监控。在铁路控制站发现的工作负荷弱弹性信号触发了分析,以揭示预期的障碍。结论:铁路系统的弹性状态模型可用于量化工作负荷弱弹性信号。拉伸比差异表示工作负载状态的变化,用于测量工作负载弱弹性信号,有助于揭示危害弹性状态的障碍。
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Measuring Workload Weak Resilience Signals at a Rail Control Post
OCCUPATIONAL APPLICATIONS This article describes an observational study at a rail control post to measure workload weak resilience signals. A weak resilience signal indicates a possible degradation of a system's resilience, which is defined as the ability of a complex socio-technical system to cope with unexpected and unforeseen disruptions. A method based upon a weak resilience signal framework introduces a new metric, stretch, to measure the signals. Stretch is a subjective or an objective reaction of the system to an external cluster event and is an operationalization of variables in an earlier stress–strain model. The stretch ratio between the subjective and objective stretch are used to identify workload weak resilience signals. Weak resilience signals identified during real-time operation revealed obstacles that influence the resilience state and enabled actions to anticipate and mitigate changes to maintain the resilience of the system. TECHNICAL ABSTRACT Background: Continuous performance improvement of a complex socio-technical system may result in a reduced ability to cope with unexpected and unforeseen disruptions. As with technical and biological systems, these socio-technical systems may become “robust, yet fragile.” Resilience engineering examines the ability of a socio-technical system to reorganize and adapt to the unexpected and unforeseen. However, the resilience doctrine is not yet sufficiently well developed for designing and achieving those goals, and metrics are needed to identify resilience change. Purpose: A new approach was explored to identify changes in the resilience of a rail system around the workload boundary to anticipate those changes during normal operations and hence improve the ability to cope with unexpected and unforeseen disruptions. Methods: A weak resilience signal framework was developed with a resilience-state model for a railway system, resulting in a generic, quantifiable, weak resilience signal model. Two workload measurements (i.e., external cognitive task load and integrated workload scale) were combined into a new metric called stretch. Heart rate variability was used for correlation and validation. An observational study was used to measure workload weak resilience signal through workload quantification at an operational rail control post. Results: A theoretical resilience-state model for a railway system was developed and used to generate a generic quantifiable weak resilience signal model, forming a weak resilience signal framework that is the basis for a method to measure workload weak resilience signal through a new metric called stretch with three variations: objective stretch, subjective stretch, and stretch ratio. A component of the subjective stretch is the integrated workload scale, for which a real-time tool was developed for measuring and monitoring. Workload weak resilience signals identified at a rail control post triggered analysis to reveal anticipated obstacles. Conclusions: A resilience-state model of a rail system can be used to quantify workload weak resilience signals. Stretch ratio differences represent changes of the workload state used to measure workload weak resilience signals that aid in revealing obstacles jeopardizing the resilience state.
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