Edouard Ivanjko
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Edouard Ivanjko has a total of 54 co-authors. Here are the top co-authors by number of shared publications:
- Martin Gregurić
University of Zagreb
15 shared publications - Ivan Petrović
Laboratory for Autonomous Systems and Mobile Robotics, Faculty of Electrical Engineering and Computing, University of Zagreb, Zagreb, Croatia
10 shared publications - Krešimir Kušić
University of Zagreb Zagreb Croatia
10 shared publications - Mladen Miletić
University of Zagreb
10 shared publications - Filip Vrbanić
University of Zagreb
9 shared publications - Tonči Carić
Faculty of Transport and Traffic Sciences, University of Zagreb, Vukelićeva 4, 10000 Zagreb, Croatia
6 shared publications
Latest Publications
- Open Access
Multi-Agent Adaptive Traffic Signal Control Based on Q-Learning and Speed Transition Matrices
Advancements in technology and the emergence of vehicle-to-everything communication encourage new research approaches. Continuously sharing data through the onboard unit, connected vehicles (CVs) have proven to be a valuable source of real-time microscopic traffic data. Utilizing CVs as mobile sensors is a key driver for traffic safety improvement and increasing the effective operative road capacity. Data obtained from CVs can be effectively processed using speed transition matrices (STMs) while preserving spatial and temporal characteristics. This research proposes a new approach to adaptive traffic signal control utilizing STMs and a cooperative multi-agent learning system for the environment of CVs. To confirm its effectiveness, the concept is tested in a simulated environment of an intersection network, comparing different CVs’ penetration rates and cooperation coefficients between agents.
Open AccessMulti-Agent Adaptive Traffic Signal Control Based on Q-Learning and Speed Transition Matrices
Advancements in technology and the emergence of vehicle-to-everything communication encourage new research approaches. Continuously sharing data through the onboard unit, connected vehicles (CVs) have proven to be a valuable source of real-time microscopic traffic data. Utilizing CVs as mobile sensors is a key driver for traffic safety improvement and increasing the effective operative road capacity. Data obtained from CVs can be effectively processed using speed transition matrices (STMs) while preserving spatial and temporal characteristics. This research proposes a new approach to adaptive traffic signal control utilizing STMs and a cooperative multi-agent learning system for the environment of CVs. To confirm its effectiveness, the concept is tested in a simulated environment of an intersection network, comparing different CVs’ penetration rates and cooperation coefficients between agents.
- Open Access
- 2 October 2025
- Published by Taylor & Francis in Automatika
- Vol. 66 (4) , 1027-1040
Towards sustainable traffic control: evaluation of learning traffic controllers
- 2 October 2025
- Published by Taylor & Francis in Automatika
- Vol. 66 (4) , 1027-1040
Open AccessTowards sustainable traffic control: evaluation of learning traffic controllers
- Open Access
- 29 September 2025
- Published by MDPI AG in Algorithms
- Vol. 18 (10) , 609
Two Modifications of MinSum Algorithm for Efficient System-Optimal Traffic Assignment
Traffic assignment in large urban areas is an old but increasingly important problem because of the rapid growth of the world population and traffic demands. Many algorithms have been developed but their convergence rates and complexities are still prohibitive for real-time applications. The recently developed MinSum algorithm introduces a new approach. It is a highly efficient discrete-domain optimization algorithm for system-optimized route assignment between two city zones. Its complexity (the number of critical operations) is O(R3), where R is the number of routes. Nonetheless, there is still room for improvements, and this paper presents two modified MinSum variants, heuristic and approximate, that are significantly faster and of lower complexity, while retaining MinSum’s prominent features. Heuristic variant MinSumH is up to five times faster than MinSum and its complexity theoretically remains O(R3), though experiments indicate that it is closer to O(R2). Approximate variant MinSumA is faster by up to over 100 times and reduces the complexity to O(R). Both proposed variants are progressively faster as R grows. Due to their high convergence rate and exceptionally low complexity, along with other prominent features, the proposed algorithms are ready for real-time system-optimal traffic assignment in a real urban environment.
- 29 September 2025
- Published by MDPI AG in Algorithms
- Vol. 18 (10) , 609
Open AccessTwo Modifications of MinSum Algorithm for Efficient System-Optimal Traffic Assignment
Traffic assignment in large urban areas is an old but increasingly important problem because of the rapid growth of the world population and traffic demands. Many algorithms have been developed but their convergence rates and complexities are still prohibitive for real-time applications. The recently developed MinSum algorithm introduces a new approach. It is a highly efficient discrete-domain optimization algorithm for system-optimized route assignment between two city zones. Its complexity (the number of critical operations) is O(R3), where R is the number of routes. Nonetheless, there is still room for improvements, and this paper presents two modified MinSum variants, heuristic and approximate, that are significantly faster and of lower complexity, while retaining MinSum’s prominent features. Heuristic variant MinSumH is up to five times faster than MinSum and its complexity theoretically remains O(R3), though experiments indicate that it is closer to O(R2). Approximate variant MinSumA is faster by up to over 100 times and reduces the complexity to O(R). Both proposed variants are progressively faster as R grows. Due to their high convergence rate and exceptionally low complexity, along with other prominent features, the proposed algorithms are ready for real-time system-optimal traffic assignment in a real urban environment.
- Open Access
- 24 April 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (9) , 4708
Towards Synthetic Augmentation of Training Datasets Generated by Mobility-on-Demand Service Using Deep Variational Autoencoders
The machine learning-based approaches for analysing the mobility needs of users are currently the most prevalent approach in the mobility-on-demand (MoD) analysis. Their efficiency relies on the comprehensiveness and consistency of training datasets. However, this is also the biggest challenge, as high-quality training data are often difficult to obtain. Thus, the Variational Autoencoders (VAE) are investigated as potential generators of synthetic samples for the augmentation of MoD-based datasets. This MoD-based dataset is created using real-world taxi trip data recorded in the Manhattan district of New York City, USA. This augmentation by synthetic samples can potentially enable larger, balanced, and more consistent datasets for machine learning analysis of MoD-based data. The proposed VAE approaches are compared with common dimensionality reduction techniques and standard autoencoders concerning their efficiency in 2-dimensional clustering based on collected MoD-based data. The proposed 2-dimensional convolution VAE framework has achieved clustering results comparable with the other analysed approaches. Thus, it generates synthetic samples, known as “deepfakes”. They are added in different percentages to the initial dataset based on real-world MoD-based data. Thus, this creates augmented datasets of the initial one. The models for predicting the cluster of each sample are used to evaluate the impact of those augmented datasets on their accuracy and learning convergence compared to the initial dataset. Results have shown that the accuracy and learning convergence are improved if those predictive models are trained on an augmented dataset which includes up to 10% of synthetic samples for each cluster.
- 24 April 2025
- Published by MDPI AG in Applied Sciences
- Vol. 15 (9) , 4708
Open AccessTowards Synthetic Augmentation of Training Datasets Generated by Mobility-on-Demand Service Using Deep Variational Autoencoders
The machine learning-based approaches for analysing the mobility needs of users are currently the most prevalent approach in the mobility-on-demand (MoD) analysis. Their efficiency relies on the comprehensiveness and consistency of training datasets. However, this is also the biggest challenge, as high-quality training data are often difficult to obtain. Thus, the Variational Autoencoders (VAE) are investigated as potential generators of synthetic samples for the augmentation of MoD-based datasets. This MoD-based dataset is created using real-world taxi trip data recorded in the Manhattan district of New York City, USA. This augmentation by synthetic samples can potentially enable larger, balanced, and more consistent datasets for machine learning analysis of MoD-based data. The proposed VAE approaches are compared with common dimensionality reduction techniques and standard autoencoders concerning their efficiency in 2-dimensional clustering based on collected MoD-based data. The proposed 2-dimensional convolution VAE framework has achieved clustering results comparable with the other analysed approaches. Thus, it generates synthetic samples, known as “deepfakes”. They are added in different percentages to the initial dataset based on real-world MoD-based data. Thus, this creates augmented datasets of the initial one. The models for predicting the cluster of each sample are used to evaluate the impact of those augmented datasets on their accuracy and learning convergence compared to the initial dataset. Results have shown that the accuracy and learning convergence are improved if those predictive models are trained on an augmented dataset which includes up to 10% of synthetic samples for each cluster.
- Open Access
- 21 March 2025
- Published by Institute of Electrical and Electronics Engineers (IEEE) in IEEE Access
- Vol. 13, 61207-61224
An Optimized Route Assignment for Preventing Traffic Jams
Frequent traffic jams are a common problem in large urban areas and despite real-time operation, contemporary traffic control (i.e., navigation) systems do not fully succeed in solving this problem. This situation motivates traffic assignment research aimed at optimal usage of infrastructure, that is, minimization of travel time. However, achieving this goal in real-time requires a departure from traditional approach and an enhancement of the predictive and preventive abilities of control and navigation systems. To this aim, the paper presents an efficient solution for an optimized route assignment given the set of available routes between two city zones. Unlike other methods, mostly working on link (graph edge) level, the proposed solution works on route (graph path) level and is based on estimation of the expected (average) travel times. This enables the application of two efficient algorithms for optimization of vehicle distribution according to two important criteria, that is, both Wardrop’s principles. The most prominent characteristics of the proposed algorithms are linear complexity with respect to the number of vehicles (traffic flow), linear and quadratic complexity with respect to the number of routes for user equilibrium and system optimization, respectively, simplicity, and absence of any numerical issues, which makes them suitable for real-time traffic management. The theoretical results have been confirmed by diverse evaluations using synthetic models and in a case study using the city of Zagreb as a real world example. The proposed concept is universal, inexpensive, and quickly implementable as an upgrade to the existing traffic control or navigation systems.
- 21 March 2025
- Published by Institute of Electrical and Electronics Engineers (IEEE) in IEEE Access
- Vol. 13, 61207-61224
Open AccessAn Optimized Route Assignment for Preventing Traffic Jams
Frequent traffic jams are a common problem in large urban areas and despite real-time operation, contemporary traffic control (i.e., navigation) systems do not fully succeed in solving this problem. This situation motivates traffic assignment research aimed at optimal usage of infrastructure, that is, minimization of travel time. However, achieving this goal in real-time requires a departure from traditional approach and an enhancement of the predictive and preventive abilities of control and navigation systems. To this aim, the paper presents an efficient solution for an optimized route assignment given the set of available routes between two city zones. Unlike other methods, mostly working on link (graph edge) level, the proposed solution works on route (graph path) level and is based on estimation of the expected (average) travel times. This enables the application of two efficient algorithms for optimization of vehicle distribution according to two important criteria, that is, both Wardrop’s principles. The most prominent characteristics of the proposed algorithms are linear complexity with respect to the number of vehicles (traffic flow), linear and quadratic complexity with respect to the number of routes for user equilibrium and system optimization, respectively, simplicity, and absence of any numerical issues, which makes them suitable for real-time traffic management. The theoretical results have been confirmed by diverse evaluations using synthetic models and in a case study using the city of Zagreb as a real world example. The proposed concept is universal, inexpensive, and quickly implementable as an upgrade to the existing traffic control or navigation systems.
- Open Access
Reinforcement Learning-Based Dynamic Zone Positions for Mixed Traffic Flow Variable Speed Limit Control with Congestion Detection
Existing transportation infrastructure and traffic control systems face increasing strain as a result of rising demand, resulting in frequent congestion. Expanding infrastructure is not a feasible solution for enhancing the capacity of the road. Hence, Intelligent Transportation Systems are often employed to enhance the Level of Service (LoS). One such approach is Variable Speed Limit (VSL) control. VSL increases the LoS and safety on motorways by optimizing the speed limit according to the traffic conditions. The proliferation of Connected and Autonomous Vehicles (CAVs) presents fresh prospects for improving the operation and measurement of traffic states for the operation of the VSL control system. This paper introduces a method for the detection of multiple congested areas that is used for state estimation for a dynamically positioned VSL control system for urban motorways. The method utilizes Q-Learning (QL) and CAVs as mobile sensors and actuators. The proposed control approach, named Congestion Detection QL Dynamic Position VSL (CD-QL-DPVSL), dynamically detects all of the congested areas and applies two sets of actions, involving the dynamic positioning of speed limit zones and imposed speed limits for all detected congested areas simultaneously. The proposed CD-QL-DPVSL control approach underwent an evaluation across six distinct traffic scenarios, encompassing CAV penetration rates spanning from to and demonstrated a significantly better performance compared to other control approaches, including no control, rule-based VSL, two Speed-Transition-Matrices-based QL-VSL configurations with fixed speed limit zone positions, and a Speed-Transition-Matrices-based QL-DVSL with a dynamic speed limit zone position. It achieved enhancements in macroscopic traffic parameters such as the Mean Travel Time and Total Time Spent by adapting its control policy to every simulated scenario.Open AccessReinforcement Learning-Based Dynamic Zone Positions for Mixed Traffic Flow Variable Speed Limit Control with Congestion Detection
Existing transportation infrastructure and traffic control systems face increasing strain as a result of rising demand, resulting in frequent congestion. Expanding infrastructure is not a feasible solution for enhancing the capacity of the road. Hence, Intelligent Transportation Systems are often employed to enhance the Level of Service (LoS). One such approach is Variable Speed Limit (VSL) control. VSL increases the LoS and safety on motorways by optimizing the speed limit according to the traffic conditions. The proliferation of Connected and Autonomous Vehicles (CAVs) presents fresh prospects for improving the operation and measurement of traffic states for the operation of the VSL control system. This paper introduces a method for the detection of multiple congested areas that is used for state estimation for a dynamically positioned VSL control system for urban motorways. The method utilizes Q-Learning (QL) and CAVs as mobile sensors and actuators. The proposed control approach, named Congestion Detection QL Dynamic Position VSL (CD-QL-DPVSL), dynamically detects all of the congested areas and applies two sets of actions, involving the dynamic positioning of speed limit zones and imposed speed limits for all detected congested areas simultaneously. The proposed CD-QL-DPVSL control approach underwent an evaluation across six distinct traffic scenarios, encompassing CAV penetration rates spanning from to and demonstrated a significantly better performance compared to other control approaches, including no control, rule-based VSL, two Speed-Transition-Matrices-based QL-VSL configurations with fixed speed limit zone positions, and a Speed-Transition-Matrices-based QL-DVSL with a dynamic speed limit zone position. It achieved enhancements in macroscopic traffic parameters such as the Mean Travel Time and Total Time Spent by adapting its control policy to every simulated scenario. - 27 November 2023
- Published by Elsevier in Journal of Parallel and Distributed Computing
- Vol. 186
Impact of federated deep learning on vehicle-based speed control in mixed traffic flows
- 27 November 2023
- Published by Elsevier in Journal of Parallel and Distributed Computing
- Vol. 186
Impact of federated deep learning on vehicle-based speed control in mixed traffic flows
- Open Access
Reinforcement Learning-Based Dynamic Zone Placement Variable Speed Limit Control for Mixed Traffic Flows Using Speed Transition Matrices for State Estimation
Current transport infrastructure and traffic management systems are overburdened due to the increasing demand for road capacity, which often leads to congestion. Building more infrastructure is not always a practical strategy to increase road capacity. Therefore, services from Intelligent Transportation Systems (ITSs) are commonly applied to increase the level of service. The growth of connected and autonomous vehicles (CAVs) brings new opportunities to the traffic management system. One of those approaches is Variable Speed Limit (VSL) control, and in this paper a VSL based on Q-Learning (QL) using CAVs as mobile sensors and actuators in combination with Speed Transition Matrices (STMs) for state estimation is developed and examined. The proposed Dynamic STM-QL-VSL (STM-QL-DVSL) algorithm was evaluated in seven traffic scenarios with CAV penetration rates ranging from to . The proposed STM-QL-DVSL algorithm utilizes two sets of actions that include dynamic speed limit zone positions and computed speed limits. The proposed algorithm was compared to no control, rule-based VSL, and two STM-QL-VSL configurations with fixed VSL zones. The developed STM-QL-DVSL outperformed all other control strategies and improved measured macroscopic traffic parameters like Total Time Spent () and Mean Travel Time () by learning the control policy for each simulated scenario.Open AccessReinforcement Learning-Based Dynamic Zone Placement Variable Speed Limit Control for Mixed Traffic Flows Using Speed Transition Matrices for State Estimation
Current transport infrastructure and traffic management systems are overburdened due to the increasing demand for road capacity, which often leads to congestion. Building more infrastructure is not always a practical strategy to increase road capacity. Therefore, services from Intelligent Transportation Systems (ITSs) are commonly applied to increase the level of service. The growth of connected and autonomous vehicles (CAVs) brings new opportunities to the traffic management system. One of those approaches is Variable Speed Limit (VSL) control, and in this paper a VSL based on Q-Learning (QL) using CAVs as mobile sensors and actuators in combination with Speed Transition Matrices (STMs) for state estimation is developed and examined. The proposed Dynamic STM-QL-VSL (STM-QL-DVSL) algorithm was evaluated in seven traffic scenarios with CAV penetration rates ranging from to . The proposed STM-QL-DVSL algorithm utilizes two sets of actions that include dynamic speed limit zone positions and computed speed limits. The proposed algorithm was compared to no control, rule-based VSL, and two STM-QL-VSL configurations with fixed VSL zones. The developed STM-QL-DVSL outperformed all other control strategies and improved measured macroscopic traffic parameters like Total Time Spent () and Mean Travel Time () by learning the control policy for each simulated scenario. - Open Access
- 1 April 2023
- Published by Elsevier in Knowledge-Based Systems
- Vol. 269
Towards the spatial analysis of motorway safety in the connected environment by using explainable deep learning
- 1 April 2023
- Published by Elsevier in Knowledge-Based Systems
- Vol. 269
Open AccessTowards the spatial analysis of motorway safety in the connected environment by using explainable deep learning
- Open Access
- 1 April 2023
- Published by MDPI AG in Applied Sciences
- Vol. 13 (7) , 4484
Urban Traffic Signal Control under Mixed Traffic Flows: Literature Review
Mixed traffic flows are opening up new areas for research and are seen as key drivers in the field of data and services that will make roads safer and more environmentally friendly. Understanding the effects of Connected Vehicles (CVs) and Connected Autonomous Vehicles (CAVs), as one of the vehicle components of mixed traffic flows, will make it easier to avoid traffic congestion and contribute to the creation of innovative applications and solutions. It is notable that the literature related to the analysis of the impact of mixed traffic flows on traffic signal control in urban areas rarely considers mixed traffic flow containing CVs, CAVs, and Human Driven Vehicles (HDVs). Therefore, this paper provides an overview of the relevant research papers covering the topic of urban Traffic Signal Control (TSC) and mixed traffic flows. Best practices for intersection state estimation and TSC in the case of mixed traffic flows in an urban environment are summarized and possible approaches for utilizing CVs and CAVs as mobile sensors and actuators are discussed.
- 1 April 2023
- Published by MDPI AG in Applied Sciences
- Vol. 13 (7) , 4484
Open AccessUrban Traffic Signal Control under Mixed Traffic Flows: Literature Review
Mixed traffic flows are opening up new areas for research and are seen as key drivers in the field of data and services that will make roads safer and more environmentally friendly. Understanding the effects of Connected Vehicles (CVs) and Connected Autonomous Vehicles (CAVs), as one of the vehicle components of mixed traffic flows, will make it easier to avoid traffic congestion and contribute to the creation of innovative applications and solutions. It is notable that the literature related to the analysis of the impact of mixed traffic flows on traffic signal control in urban areas rarely considers mixed traffic flow containing CVs, CAVs, and Human Driven Vehicles (HDVs). Therefore, this paper provides an overview of the relevant research papers covering the topic of urban Traffic Signal Control (TSC) and mixed traffic flows. Best practices for intersection state estimation and TSC in the case of mixed traffic flows in an urban environment are summarized and possible approaches for utilizing CVs and CAVs as mobile sensors and actuators are discussed.