Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles
A signal design problem is studied for efficiently managing autonomous vehicles (AVs) and regular vehicles (RVs) simultaneously in transportation networks. AVs and RVs move on separate lanes and two types of vehicles share the green times at the same intersections. The signal design problem is formu...
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Series: | Journal of Advanced Transportation |
Online Access: | http://dx.doi.org/10.1155/2017/5649823 |
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doaj-afc036dbc9354872bf49b66437c0d8a72020-11-25T00:02:24ZengHindawi-WileyJournal of Advanced Transportation0197-67292042-31952017-01-01201710.1155/2017/56498235649823Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular VehiclesNan Jiang0Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, ChinaA signal design problem is studied for efficiently managing autonomous vehicles (AVs) and regular vehicles (RVs) simultaneously in transportation networks. AVs and RVs move on separate lanes and two types of vehicles share the green times at the same intersections. The signal design problem is formulated as a bilevel program. The lower-level model describes a mixed equilibrium where autonomous vehicles follow the Cournot-Nash (CN) principle and RVs follow the user equilibrium (UE) principle. In the upper-level model, signal timings are optimized at signalized intersections to allocate appropriate green times to both autonomous and RVs to minimize system travel cost. The sensitivity analysis based method is used to solve the bilevel optimization model. Various signal control strategies are evaluated through numerical examples and some insightful findings are obtained. It was found that the number of phases at intersections should be reduced for the optimal control of the AVs and RVs in the mixed networks. More importantly, incorporating AVs into the transportation network would improve the system performance due to the value of AV technologies in reducing random delays at intersections. Meanwhile, travelers prefer to choose AVs when the networks turn to be congested.http://dx.doi.org/10.1155/2017/5649823 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Nan Jiang |
spellingShingle |
Nan Jiang Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles Journal of Advanced Transportation |
author_facet |
Nan Jiang |
author_sort |
Nan Jiang |
title |
Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles |
title_short |
Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles |
title_full |
Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles |
title_fullStr |
Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles |
title_full_unstemmed |
Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles |
title_sort |
optimal signal design for mixed equilibrium networks with autonomous and regular vehicles |
publisher |
Hindawi-Wiley |
series |
Journal of Advanced Transportation |
issn |
0197-6729 2042-3195 |
publishDate |
2017-01-01 |
description |
A signal design problem is studied for efficiently managing autonomous vehicles (AVs) and regular vehicles (RVs) simultaneously in transportation networks. AVs and RVs move on separate lanes and two types of vehicles share the green times at the same intersections. The signal design problem is formulated as a bilevel program. The lower-level model describes a mixed equilibrium where autonomous vehicles follow the Cournot-Nash (CN) principle and RVs follow the user equilibrium (UE) principle. In the upper-level model, signal timings are optimized at signalized intersections to allocate appropriate green times to both autonomous and RVs to minimize system travel cost. The sensitivity analysis based method is used to solve the bilevel optimization model. Various signal control strategies are evaluated through numerical examples and some insightful findings are obtained. It was found that the number of phases at intersections should be reduced for the optimal control of the AVs and RVs in the mixed networks. More importantly, incorporating AVs into the transportation network would improve the system performance due to the value of AV technologies in reducing random delays at intersections. Meanwhile, travelers prefer to choose AVs when the networks turn to be congested. |
url |
http://dx.doi.org/10.1155/2017/5649823 |
work_keys_str_mv |
AT nanjiang optimalsignaldesignformixedequilibriumnetworkswithautonomousandregularvehicles |
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1725437869918519296 |