基础设施系统鲁棒性评估的多层网络模型研究

Z. Mahabadi, Liz Varga, T. Dolan
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引用次数: 1

摘要

现代社会的发展对基础设施系统的一致性能提出了特殊的要求。由于多层网络模型能够表示基础设施组件之间的相互依赖关系,因此被广泛用于分析基础设施系统的鲁棒性。本研究是对2010年以来发表的文献的系统综述。它的目的是研究多层网络模型如何用于分析基础设施系统的鲁棒性。根据调查结果,在57%的论文中,渗透理论是最常用的方法。在性能方面,耦合强度和节点度最常见,定向链接和反馈条件最不常见。确定了以下差距,为进一步研究提供了机会。这些问题包括缺乏基于真实世界数据的模型,以及需要对复杂系统做出较少简化假设的模型。没有一篇论文考虑到所有潜在的性质,以及它们对增强或削弱彼此作用的影响。通过考虑所有属性,可以在未来的研究中量化和比较不同属性对基础设施系统鲁棒性的重要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A survey on multilayer networks modelled to assess robustness in infrastructure systems
The development of modern societies places particular demands on the consistent performance of infrastructure systems. Because multilayer network models are capable of representing the interdependencies between infrastructure components, they have been widely used to analyse the robustness of infrastructure systems. This present study is a systematic review of literature, published since 2010. It aims to investigate how multilayer network models have been used in analysing the robustness of infrastructure systems. According to findings, percolation theory was the most popular method used in about 57% of papers. Regarding the properties, coupling strength and node degree were the most common while directed links and feedback conditions were the least common. The following gaps were identified which provide opportunities for further research. These include the absence of models based on real-world data and the need for models that make fewer simplifying assumptions about complex systems. No papers considered all potential properties, and their effect on boosting or weakening each other’s effect. By considering all properties, the importance of different properties on the robustness of infrastructure systems can be quantified and compared in future studies.
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CiteScore
2.70
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