原文传递
SIMPLIFIED FORMULATION OF THE TOLL DESIGN PROBLEM.
| 题名： | SIMPLIFIED FORMULATION OF THE TOLL DESIGN PROBLEM. |
| 作者： | Chen-M; Bernstein-DH; Chien-SIJ; Mouskos-KC |
| 关键词： | CONGESTION-PRICING; EQUILIBRIUM-SYSTEMS; MATHEMATICAL-MODELS; TOLLS- |
| 摘要： | Much of the existing literature on congestion pricing has assumed that it is possible to toll every link in the network. Whereas this is very interesting theoretically, it is not of much use in practice where only a limited number of links can be tolled (e.g., certain bridges, tunnels, and freeways). To accommodate this situation, a bilevel formulation of the toll design problem that is similar in spirit to bilevel formulations of the continuous network design problem can be developed. Unfortunately, such formulations can be difficult to solve. A simplified, single-level formulation of the toll design problem that may prove to be more applicable in practice is presented. |
| 总页数： | Transportation Research Record. 1999. (1667) pp88-95 (3 Fig., 4 Tab., 24 Ref.) |
| 报告类型： | 科技报告 |
相关文献
- FUZZY FEEDBACK CONTROL FOR REAL-TIME DYNAMIC TRAFFIC ROUTING: USER EQUILIBRIUM MODEL FORMULATIONS AND CONTROLLER DESIGN.
- STOCHASTIC DYNAMIC NETWORK DESIGN PROBLEM.
- STOCHASTIC USER EQUILIBRIUM FORMULATION FOR GENERALIZED NESTED LOGIT MODEL.
- Scheduling of Pavement Maintenance To Minimize Traffic Delays
- TRAVEL TIME MINIMIZATION VERSUS RESERVE CAPACITY MAXIMIZATION IN THE NETWORK DESIGN PROBLEM.
- Route Choice Characteristics of Owner-Operated Trucks on Southern California Freeways.
检索历史
应用推荐
