Cracking urban mobility
H. A. Carmona, A. W. T. de Noronha, A. A. Moreira, N. A. M. Araujo, J., S. Andrade Jr

TL;DR
This paper introduces the optimal path crack model (OPC) to evaluate urban road network resilience by simulating failures and rerouting, revealing vulnerabilities and guiding improvements for better mobility in cities.
Contribution
The study applies the OPC to real and synthetic networks, providing a dynamic, failure-based measure of urban mobility resilience that accounts for rerouting and network correlations.
Findings
Boston is more vulnerable than Manhattan to traffic congestion.
Network disorder and spatial correlations significantly influence vulnerability.
Identified cracks can guide structural improvements to enhance mobility.
Abstract
Assessing the resilience of a road network is instrumental to improve existing infrastructures and design new ones. Here we apply the optimal path crack model (OPC) to investigate the mobility of road networks and propose a new proxy for resilience of urban mobility. In contrast to static approaches, the OPC accounts for the dynamics of rerouting as a response to traffic jams. Precisely, one simulates a sequence of failures (cracks) at the most vulnerable segments of the optimal origin-destination paths that are capable to collapse the system. Our results with synthetic and real road networks reveal that their levels of disorder, fractions of unidirectional segments and spatial correlations can drastically affect the vulnerability to traffic congestion. By applying the OPC to downtown Boston and Manhattan, we found that Boston is significantly more vulnerable than Manhattan. This is…
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