Neural approximations for feedback optimal control of freeway systems

被引:24
作者
Di Febbraro, A [1 ]
Parisini, T
Sacone, S
Zoppoli, R
机构
[1] Politecn Torino, Dept Control & Comp Sci, I-10129 Turin, Italy
[2] Politecn Milan, Dept Elect Elect & Informat Sci, I-20133 Milan, Italy
[3] Univ Genoa, DIST, Dept Commun Comp & Syst Sci, I-16145 Genoa, Italy
关键词
neural networks; optimal control; traffic control;
D O I
10.1109/25.917952
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 [电气工程]; 0809 [电子科学与技术];
摘要
The problem of clearing congestion situations in freeway traffic is addressed for both an N-stage and an infinite-stage control horizon (in the latter case, a receding-horizon control mechanism is used). Traffic is controlled by regulating the vehicle access to the freeway and by limiting the vehicle speed by means of variable message signs. To describe the traffic behavior, a "classical" macroscopic model, first proposed by Payne, is adopted. Even though the problem is stated within a deterministic context, an optimal control law in feedback form is sought to react to unpredictable events. The resulting functional optimization problem is reduced to a nonlinear programming problem by constraining the control law to take on a tired structure in which free parameters have to be optimized. For such a structure, a multilayer feedforward neural mapping is chosen. Simulation results show the effectiveness of the proposed method in two different case studies. For the simulation of the second case study, real traffic data are used, which allows one to very well represent critical traffic conditions on freeways.
引用
收藏
页码:302 / 313
页数:12
相关论文
共 42 条
[1]
Optimal control of freeways via speed signalling and ramp metering [J].
Alessandri, A ;
Di Febbraro, A ;
Ferrara, A ;
Punta, E .
CONTROL ENGINEERING PRACTICE, 1998, 6 (06) :771-780
[2]
UNIVERSAL APPROXIMATION BOUNDS FOR SUPERPOSITIONS OF A SIGMOIDAL FUNCTION [J].
BARRON, AR .
IEEE TRANSACTIONS ON INFORMATION THEORY, 1993, 39 (03) :930-945
[3]
BENMOHAMED L, 1994, IEEE DECIS CONTR P, P2437, DOI 10.1109/CDC.1994.411448
[4]
BLINKIN MY, 1976, AUTOMAT REM CONTR+, V37, P662
[5]
Traffic density control for automated highway systems [J].
Chien, CC ;
Zhang, YP ;
Ioannou, PA .
AUTOMATICA, 1997, 33 (07) :1273-1285
[6]
Di Febbraro A., 1997, Mathematical Modelling of Systems, V3, P201, DOI 10.1080/13873959708837057
[7]
DIFEBBRARO A, 1994, P 7 IFAC IFORS S TRA, P803
[8]
DREW DR, 1969, HIGHWAY RES REC, V279, P40
[9]
CAR-FOLLOWING THEORY OF STEADY-STATE TRAFFIC FLOW [J].
GAZIS, DC ;
HERMAN, R ;
POTTS, RB .
OPERATIONS RESEARCH, 1959, 7 (04) :499-505
[10]
A DECENTRALIZED CONTROL STRATEGY FOR FREEWAY REGULATION [J].
GOLDSTEIN, NB ;
KUMAR, KSP .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1982, 16 (04) :279-290