The Peak Stability Analysis through Hysteresis Phenomenon on Heterogeneous Networks

IF 2 4区 工程技术 Q2 ENGINEERING, CIVIL Journal of Advanced Transportation Pub Date : 2024-02-06 DOI:10.1155/2024/4166921
Shunyu Yao, Weike Lu, Lan Liu, Guojing Hu
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Abstract

The macroscopic fundamental diagram (MFD) is a nonuniversal changing process over network traffic status which indicates different shapes in different networks. Hysteresis is observed in the MFD of some urban networks. It is a unique phenomenon when the network remains at low stability level and usually appears around the congestion period. This paper analyzed network peak stability through focusing on hysteresis. The formation mechanism of hysteresis is deduced from the mathematical method based on previous research studies. The precondition of hysteresis and the changing process of network state can be figured by mathematical deduction. It indicates that hysteresis only occurs conditionally in the period of macroscopic congestion and is not a universal phenomenon. Heterogeneity is an important factor leading to network instability. The hysteresis patterns of different peaks in MFD are different due to the variation of network flow. Real data are collected from Atlanta’s urban network to verify the analysis of hysteresis. To discuss the changing process of hysteresis in different peaks, a three-stage division is proposed and time series is presented as a third dimension in MFD. It is worth noticing that the existence and form of hysteresis in morning and evening peaks are different. Although there is a higher peak flow in the morning peak, the stability of the evening peak performs better when hysteresis occurs in the network. The different fluctuations in the morning and evening peaks are exhibited through the 3D version of MFD. The otherness of hysteresis in different peaks is explained through a 3D coordinate system with cross-compared corresponding indexes.

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通过滞后现象分析异构网络的峰值稳定性
宏观基本图(MFD)是网络流量状态的一个非普遍变化过程,在不同的网络中呈现出不同的形状。在一些城市网络的 MFD 中可以观察到滞后现象。它是网络保持低稳定性水平时的一种独特现象,通常出现在拥塞期前后。本文通过重点研究滞后现象来分析网络峰值稳定性。在前人研究的基础上,通过数学方法推导出滞后的形成机理。通过数学推导,可以得出滞后的前提条件和网络状态的变化过程。这表明,滞后只在宏观拥塞时期有条件地出现,并不是普遍现象。异质性是导致网络不稳定的重要因素。由于网络流量的变化,MFD 中不同峰值的滞后模式也不同。本文收集了亚特兰大城市网络的真实数据,以验证对滞后现象的分析。为了讨论不同峰值的滞后变化过程,提出了三阶段划分法,并将时间序列作为 MFD 的第三个维度。值得注意的是,早晚高峰滞后的存在和形式是不同的。虽然早高峰的峰值流量更大,但当网络中出现滞后时,晚高峰的稳定性表现更好。早晚高峰的不同波动通过三维版 MFD 显示出来。通过三维坐标系与相应指标的交叉比较,解释了不同峰值的滞后现象。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Advanced Transportation
Journal of Advanced Transportation 工程技术-工程:土木
CiteScore
5.00
自引率
8.70%
发文量
466
审稿时长
7.3 months
期刊介绍: The Journal of Advanced Transportation (JAT) is a fully peer reviewed international journal in transportation research areas related to public transit, road traffic, transport networks and air transport. It publishes theoretical and innovative papers on analysis, design, operations, optimization and planning of multi-modal transport networks, transit & traffic systems, transport technology and traffic safety. Urban rail and bus systems, Pedestrian studies, traffic flow theory and control, Intelligent Transport Systems (ITS) and automated and/or connected vehicles are some topics of interest. Highway engineering, railway engineering and logistics do not fall within the aims and scope of JAT.
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