Skip to content
Open access

A Bi-Level Optimization Framework for Coordinated Control of Variable Directional Lanes and Traffic Signals Considering Route Choice Behavior

Sep 2026 · Sustainability · 0 citations · 59 references

Abstract

The efficient use of existing road infrastructure has become increasingly important in densely developed urban areas where large-scale roadway expansion is constrained. Variable directional lanes (VDLs) and traffic signal control can reallocate roadway capacity and improve network performance. However, most existing studies optimize lane configurations and signal timing under a fixed route-flow distribution and therefore do not capture the feedback between control decisions and travelers’ route choices. To address this limitation, this study proposes a bi-level framework for coordinating VDLs and traffic signals at multiple intersections. The upper-level model determines the VDL functions and signal-control parameters to minimize total system travel time, while the lower-level static Logit-based stochastic user equilibrium model endogenously redistributes fixed origin–destination (OD) demand among candidate paths. Thus, OD demand remains fixed within each analysis period, whereas the route-flow distribution responds endogenously to the interaction between traffic control and aggregate route-choice responses. A hybrid solution procedure combining the Non-dominated Sorting Genetic Algorithm II and the Method of Successive Averages is used to solve the coupled control–assignment problem. Numerical experiments on a hypothetical network showed that incorporating route-choice feedback improved coordinated VDL–signal control under the tested conditions. In a supplementary comparison with the pre-optimization BPR-based reference scenario, the average route travel time decreased by 7.67–12.84% across the five representative demand periods, including reductions of 12.52% and 12.84% during the morning and evening peak periods, respectively. Microscopic simulation provided an additional numerical consistency check, with average discrepancies of 4.66% before optimization and 4.38% after optimization between the analytical and simulation results. These findings indicate that incorporating aggregate route-choice feedback can support sustainable urban traffic management by reducing travel time and congestion and improving the utilization of existing transportation infrastructure. However, further validation using real-world data and larger-scale networks is required, and environmental benefits should be evaluated explicitly using energy-consumption and emission indicators.

Read PDF

Similar papers

Open access Sep 2026

Linear Programming-Based Optimization of Traffic Signal Timing for Reducing Vehicle Delay, Fuel Consumption and Carbon Emissions

Urban traffic congestion has become a pervasive challenge in modern metropolitan areas, leading to severe economic losses, prolonged travel delays, and significant environmental degradation. Signalized intersections serve as critical nodes controlling urban traffic flow, yet conventional fixed-time signal control plans...

Mayuresh Bhagat · 0 citations
Open access Sep 2026

A Multidimensional Traffic Split and Assignment Model for Travel Reservation Strategy Under Recurrent Urban Congestion

Travel Reservation Strategy (TRS) provides a capacity-constrained approach for managing recurrent congestion by regulating access to selected urban road links. This study develops a Multidimensional Traffic Split and Assignment (MDTSA) model to evaluate TRS within a heterogeneous multimodal transportation system. The m...

Heng-Rui Chen, Lian-Jiao Lan, Qiao-Ying Guo et al. · 0 citations
Open access Sep 2026

Prediction-Guided Distributed Signal–Trajectory Coordination for Heterogeneous Cooperative Traffic at Signalized Intersections

A prediction-guided, distributed signal–trajectory coordination framework for mixed traffic with scalable cooperative control for heterogeneous connected traffic, and results support scalable cooperative control for heterogeneous connected traffic.

Hao-Lin Zhang, Yuan-Sheng Xie, Ya-Gang Zeng et al. · 0 citations
Open access Aug 2026

Optimization of Differentiated Pricing Strategies for Freeways Considering Vehicle Collision Probability

In response to the limitations of the conventional fixed-rate pricing model for freeways in addressing spatiotemporal imbalances in traffic flow distribution and low road network resource utilization, as well as the neglect of Vehicle Collision probability in existing differentiated pricing frameworks, this study analy...

Si-Hui Dong, Xing-Yu Zhou, Shi-Qun Li et al. · 0 citations
Nov 2026

Cooperative Control Method of Ramps Based on Proportional Homogenization of Vehicle Numbers in Multiple Areas

The highway exit ramp is an important connection area between highways and downstream urban roads. However, exit ramps are often underutilized and unable to regulate traffic flow, which can lead to congestion on the highway and downstream urban roads. To fully exploit the real-time regulatory capabilities of exit ram...

Jiye Tao, Jian-Lin Jia · 0 citations
Open access Oct 2026

Optimization of urban traffic network signal scheduling based on vehicle delay and arterial green wave

Urban traffic congestion has become increasingly severe due to the rapid growth of vehicle demand, making efficient signal control a critical challenge. Existing traffic signal optimization methods typically focus on either isolated intersections or arterial coordination, lacking a unified framework that balances netwo...

Fu-Qiang You, Su-Fei Huang, Zi-Heng Zhang · 0 citations

We use cookies to run the site and, with your consent, for analytics and to show ads. See our Cookie Policy.