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<metadata xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/"><dc:title>Extending the KT cellular automata model for signalized urban traffic</dc:title><dc:creator>Rigler,	Andrej	(Avtor)
	</dc:creator><dc:creator>Turk,	Goran	(Avtor)
	</dc:creator><dc:subject>traffic light model</dc:subject><dc:subject>cellular automata</dc:subject><dc:subject>KT model</dc:subject><dc:subject>heterogeneous conditions</dc:subject><dc:subject>urban traffic</dc:subject><dc:description>Urban congestion continues to worsen worldwide, underscoring the need for efficient traffic management models. In this study, we extend the existing kinematic theory (KT) cellular automata (CA) model by incorporating a traffic-light module to systematically evaluate how key parameters affect traffic flow and average velocity on a one-lane road containing multiple signalized intersections. Simulations are primarily conducted under periodic boundary conditions to isolate and examine the influence of each parameter. All original KT model features—including the safety-analysis-based determination of velocity and acceleration at each time step—are retained, enabling realistic heterogeneous driving behavior. Additionally, we analyze arrival and departure dynamics under semi-open boundary conditions to gain deeper insight into urban traffic behavior. The results indicate that the maximum traffic flow at a maximum velocity of 60 km/h and a reaction time of 1.0 s is 794 vehicles/h at a density of 0.4 vehicle/cell. Adaptive acceleration increases traffic flow by up to 20% for densities below 0.7 vehicle/cell and even more at higher densities, while reducing the reaction time by 0.2 s increases traffic flow by up to 17%. Increasing the maximum acceleration by 1 m/s2 yields only a modest rise of up to 5%. At a maximum velocity of 80 km/h, traffic flow is up to 46% higher relative to 40 km/h, although the effect diminishes at higher densities. Furthermore, semi-open boundary conditions produce consistently higher traffic flow than periodic boundaries. These findings demonstrate that the enhanced KT–CA model can capture the effects of driver behavior and traffic-signal timing, offering an improved framework for analyzing and optimizing urban traffic systems.</dc:description><dc:date>2026</dc:date><dc:date>2026-08-03 13:37:39</dc:date><dc:type>Članek v reviji</dc:type><dc:identifier>185401</dc:identifier><dc:identifier>UDK: 625.746.53:004.94</dc:identifier><dc:identifier>ISSN pri članku: 2076-3417</dc:identifier><dc:identifier>DOI: 10.3390/app16136468</dc:identifier><dc:identifier>COBISS_ID: 286749699</dc:identifier><dc:language>sl</dc:language></metadata>
