Day-to-day evolution of network flows under real-time information and reactive signal control

被引:134
作者
Hu, TY
Mahmassani, HS
机构
[1] UNIV TEXAS,DEPT CIVIL ENGN,AUSTIN,TX 78712
[2] UNIV TEXAS,DEPT MANAGEMENT SCI & INFORMAT SYST,AUSTIN,TX 78712
关键词
D O I
10.1016/S0968-090X(96)00026-5
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
A day-to-day dynamic framework, in which the DYnamic Network Assignment Simulation Model for Advanced Road Telematics (DYNASMART) simulation-assignment model is applied to evaluate the performance of traffic networks, is developed to study network dynamics under real-time information and responsive signal control systems. The focus in this paper is primarily on commuter trips from home to work in a general network. Two levels of tripmaker decision-making processes are incorporated: (1) day-to-day dynamics and (2) real-time dynamics. Day-to-day dynamics consider the choices of departure time and route according to indifference bands of tolerable 'schedule delay', defined as the difference between the user's actual and preferred arrival times, and are thus governed by tripmakers' daily]earning processes. Real-time dynamics consider en-route switching decisions in response to real-time information on prevailing traffic conditions. The resulting Bows could be used in updating the supplied real-time information as well as the traffic control parameters. Two types of traffic control responsiveness are evaluated: (1) daily adjustment of signal timing parameters to reflect the preceding day's traffic patterns; and (2) real-time traffic-responsive signal control driven by prevailing flow patterns. The framework is illustrated through numerical experiments to investigate the day-to-day evolution of network flows under real-time information and responsive signal control, and assess the effectiveness of such information in a proper dynamic perspective. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码:51 / 69
页数:19
相关论文
共 42 条
[1]  
ABDELATY A, 1993, P 26 INT S AUT TECHN, P245
[2]  
Allen R. W., 1991, TRANSPORT RES REC, V1306, P82
[3]  
Allsop R. E., 1977, Traffic Engineering & Control, V18, P262
[4]  
Allsop R.E., 1974, TRANSPORTATION TRAFF, P345
[5]  
[Anonymous], 1994, 209 TRANSP RES BOARD
[6]  
[Anonymous], DTFH6190R0074FG U TE
[7]  
Bonsall P., 1991, TRANSPORT RES REC, V1306, P59
[8]   ITERATIVE PROCEDURE FOR EQUILIBRIUM NETWORK TRAFFIC SIGNAL SETTING [J].
CANTARELLA, GE ;
IMPROTA, G ;
SFORZA, A .
TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 1991, 25 (05) :241-249
[9]   ASPECTS OF COMMUTING BEHAVIOR - PREFERRED ARRIVAL TIME, USE OF INFORMATION AND SWITCHING PROPENSITY [J].
CAPLICE, C ;
MAHMASSANI, HS .
TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 1992, 26 (05) :409-418
[10]  
CHARLESWORTH JA, 1977, P 7 INT S TRANSP TRA, P545