![]() Cantelmo, Guido ![]() ![]() in CSUM 2018, AISC 879 proceedings (2019) Detailed reference viewed: 172 (3 UL)![]() Cantelmo, Guido ![]() ![]() Poster (2018, January) Detailed reference viewed: 142 (22 UL)![]() Cantelmo, Guido ![]() ![]() Scientific Conference (2018, January) Detailed reference viewed: 38 (0 UL)![]() Cantelmo, Guido ![]() ![]() ![]() in Proceedings of 2017 5th IEEE International Conference on Models and Technologies for Intelligent Transportation Systems (MT-ITS) (2017, June 28) In this paper, the authors present a Two-Step approach that sequentially adjusts generation and distribution values of the (dynamic) OD matrix. While the proposed methodology already provided excellent ... [more ▼] In this paper, the authors present a Two-Step approach that sequentially adjusts generation and distribution values of the (dynamic) OD matrix. While the proposed methodology already provided excellent results for updating demand flows on a motorway, the aim of this paper is to validate this conclusion on a real network: Luxembourg City. This network represents the typical middle-sized European city in terms of network dimension. Moreover, Luxembourg City has the typical structure of a metropolitan area, composed of a city centre, ring, and suburb areas. An innovative element of this paper is to use mobile network data to create a time-dependent profile of the generated demand inside and outside the ring. To support the claim that the model is ready for practical implementation, it is interfaced with PTV Visum, one of the most widely adopted software tools for traffic analysis. Results of these experiments provide a solid empirical ground in order to further develop this model and to understand if its assumptions hold for urban scenarios. [less ▲] Detailed reference viewed: 197 (16 UL)![]() Scheffer, Ariane Hélène Marie ![]() ![]() ![]() Scientific Conference (2017, May) Detailed reference viewed: 93 (23 UL)![]() Scheffer, Ariane Hélène Marie ![]() ![]() ![]() in Transportation Research Procedia (2017) Detailed reference viewed: 117 (22 UL)![]() Cantelmo, Guido ![]() ![]() ![]() in Intelligent Transportation Systems (ITSC), 2016 IEEE 19th International Conference on (2016, November) Detailed reference viewed: 131 (9 UL)![]() Cantelmo, Guido ![]() ![]() Scientific Conference (2016, July) Detailed reference viewed: 108 (20 UL)![]() Cantelmo, Guido ![]() ![]() in Periodica Polytechnica Transportation Engineering (2015) Detailed reference viewed: 88 (9 UL)![]() Viti, Francesco ![]() ![]() in Periodica Polytechnica Transportation Engineering (2015) Detailed reference viewed: 171 (22 UL)![]() ; ; et al in Proceedings of IEEE-ITS Conference (2015, September) Detailed reference viewed: 116 (4 UL)![]() Cantelmo, Guido ![]() ![]() Scientific Conference (2015, September) Detailed reference viewed: 113 (16 UL)![]() Cantelmo, Guido ![]() ![]() in Proceedings of IEEE-ITS Conference (2015, September) Detailed reference viewed: 123 (7 UL)![]() Viti, Francesco ![]() ![]() Scientific Conference (2015, August) Detailed reference viewed: 99 (11 UL)![]() Di Donna, Simone Aniello ![]() ![]() ![]() in Proceedings of the MT-ITS Conference (2015, June) Detailed reference viewed: 165 (6 UL)![]() Cantelmo, Guido ![]() ![]() in Proceedings of the MT-ITS Conference (2015, June) Detailed reference viewed: 86 (1 UL)![]() ; ; Cantelmo, Guido ![]() in Proceedings of the MT-ITS Conference (2015, June) Detailed reference viewed: 119 (2 UL)![]() Cantelmo, Guido ![]() ![]() Poster (2015, January 16) Detailed reference viewed: 94 (14 UL)![]() Cantelmo, Guido ![]() ![]() ![]() in Proceedings of 2015 International Conference on Models and Technologies for Intelligent Transportation Systems, MT-ITS 2015 (2015) Traffic control performance on networks depends on the flow response to the policy adopted, which in turn contributes to determine the optimal signal settings. This paper focuses on the relationship ... [more ▼] Traffic control performance on networks depends on the flow response to the policy adopted, which in turn contributes to determine the optimal signal settings. This paper focuses on the relationship between local and network wide traffic control policies within the combined traffic control and assignment problem. Through a full exploration of the solution space, an in depth cross comparison is performed between the well-known local policies P0 and Equisaturation, versus the global policies Maximum Throughput and Minimum Delay, to verify how the two local policies approximate the optimal settings for signalized intersections. Realistic traffic dynamics, such as congestion, multiple controllers and spillback are considered, to empirically determine the conditions under which the local policies are able to approximate global performances. After presenting the different local and global control policies, experiments are performed on simple toy networks. The complexity of the underlying network and, therefore, of the problems' boundary conditions is then increased, allowing us to showcase how the different metrics perform in different situations. Finally, conclusions on the results are drawn. © 2015 BME. [less ▲] Detailed reference viewed: 47 (2 UL)![]() Cantelmo, Guido ![]() ![]() in Transportation Research Record: Journal of the Transportation Research Board (2014), 2466 In this work deterministic and stochastic optimization methods are tested for solving the Dynamic Demand Estimation problem. All the adopted methods demonstrate the difficulty in reproducing the correct ... [more ▼] In this work deterministic and stochastic optimization methods are tested for solving the Dynamic Demand Estimation problem. All the adopted methods demonstrate the difficulty in reproducing the correct traffic regime, especially if the seed matrix is not sufficiently close to the real one. Therefore, in this paper a new and intuitive procedure to specify an opportune starting seed matrix is proposed: it is a two-step procedure based on the concept of dividing the problem into small-size problems, focusing on specific OD pairs in different steps. Specifically, the first step focuses on the optimization of a subset of OD variables (the ones who generate the higher flows or the ones who generate the bottlenecks on the network). In the second step the optimization works on all the OD pairs, using as starting matrix the matrix derived from the first step. In this way is possible to use a more performance optimization method for every step, improving the performance of the method and the quality of the result with respect to the classical “one-step” approach. The procedure has been tested on the real network of Antwerp, Belgium, demonstrating its efficacy in combination with different optimization methods. [less ▲] Detailed reference viewed: 237 (25 UL) |
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