Modeling the congestion cost and vehicle emission within multimodal traffic network under the condition of equilibrium

Journal of Systems Science and Systems Engineering

Volumn 21, Issue 4, 2012, Pages 385-402

  Si, Bingfeng ^a   Zhong, Ming ^b   Yang, Xiaobao ^a   Gao, Ziyou ^a  

^a BEIJING JIAOTONG UNIVERSITY   (China)

^b UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

bi level programming; Multimodal network; system optimization; vehicle emission

Indexed keywords

CLIMATE CHANGE; CLIMATE MODELS; GAS EMISSIONS; GREENHOUSE GASES; SYSTEMS ENGINEERING; TRAVEL TIME; URBAN TRANSPORTATION; VEHICLES;

BI-LEVEL PROGRAMMING; BILEVEL PROGRAMMING MODELS; ENVIRONMENT POLLUTION; MULTIMODAL NETWORK; NEGATIVE EXTERNALITIES; SYSTEM OPTIMIZATIONS; URBAN PUBLIC TRANSPORT; VEHICLE EMISSION;

TRAFFIC CONGESTION;

EID: 84871713140     PISSN: 10043756     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11518-012-5200-7     Document Type: Article

References (40)

1. Abdulaal, M. & LeBlanc, L. J. (1979). Continuous equilibrium network design models. Transportation Research-B, 13: 19-32.
2. Abrahamsson, T. & Lundqvist, L. (1999). Formulation and estimation of combined network equilibrium models with applications to Stockholm. Transportation Science, 33: 80-100.
3. Ahn, K. & Rakha, H. (2008). The effects of route choice decisions on vehicle energy consumption and emissions. Transportation Research-D, 13: 151-167.
4. Alexopoulos, A. & Assimacopoulos, D. (1993). Model for traffic emissions estimation. Atmospheric Environment-B, 27: 435-466.
5. Anderson, W. P., Kanaroglou, P. S., Miller, E. J. & Buliung, R. N. (1996). Simulating automobile emissions in an integrated urban model. Transportation Research Record, 1520: 71-80.
6. Beckmann, A. B., McGuire, C. B. & Winsten, C. B. (1956). Studies in the economics of transportation. Yale University Press, New Haven, Connecticut.
7. Bell, M. G. H. & Iida, Y. (1997). Transportation Network Analysis. John Wiley & Sons Ltd, Chichester, England.
8. Benedek, C. M. & Rilett, L. R. (1998). Equitable traffic assignment with environmental cost functions. Journal of Transportation Engineering, 124: 16-22.
9. Boyce, D., Ralevic-Dekic, B. & Bar-Gera, H. (2004). Convergence of traffic assignments: how much is enough? Journal of Transportation Engineering, 130: 49-55.
10. Chan, K. S. & Lam, W. H. K. (2002). Optimal speed detector density for the network with travel time information. Transportation Research-A, 36: 203-223.
11. Clegg, J., Smith, M., Xiang, Y. L. & Yarrow, R. (2001). Bilevel programming applied to optimizing urban transportation. Transportation Research-B, 35: 41-70.
12. Curtis, C. (2008). Planning for sustainable accessibility: the implementation challenge. Transport Policy, 15: 104-112.
13. Dafermos, S. C. (1980). Traffic equilibrium and variational inequalities. Transportation Science, 14: 42-54.
14. Dial, R. B. (1996). Bicriterion traffic assignment: basic theory and elementary algorithms. Transportation Science, 30: 93-111.
15. Fisk, C. S. & Boyce, D. E. (1983). Alternative variationa1 inequality formulations of the network equilibrium travel choice problem. Transportation Science, 4: 454-463.
16. Florian, M. & Nguyen, S. A. (1978). Combined trip distribution, model spilt and trip assignment model. Transportation Research, 12: 241-246.
17. Friesz, T. L., Anandalingham, A. N. J., Nam, M. K. S., Shah, J. & Tobin, R. L. (1993). The multiobjective equilibrium network design problem revisited: a simulated annealing approach. European Journal of Operational Research, 65: 44-57.
18. Leblanc, L. J. & Boyce, D. E. (1986). A bilevel programming algorithm for exact solution of the network design problem with user-optimal flows. Transportation Research-B, 20: 159-265.
19. Liu, J. R., Wang, R. S. & Yang, J. X. (2007). A scenario analysis of Beijing's private traffic patterns. Journal of Cleaner Production, 15: 550-556.
20. Mao, B. H., Guo, J. F., Chen, J. C. & Jia, S. P. (2008). Some historical comments on urban transportation development of Beijing. Journal of Transportation System Engineering and Information Technology, 8: 6-13 (in Chinese).
21. Nagurney, A. (2000). Congested urban transportation networks and emission paradoxes. Transportation Research-D, 5: 145-151.
22. Nagurney, A. & Dong, J. A. (2002). Multiclass, multicriteria traffic network equilibrium model with elastic demand. Transportation Research-B, 36: 445-469.
23. Rilett, L. R. & Benedek, C. M. (1994). Traffic assignment under environmental and equity objectives. Transportation Research Record, 1443: 92-99.
24. Sheffi, Y. (1985). Urban Transportation Networks: Equilibrium Analysis with Mathematical Programming Methods. Prentice Hall, Englewood Cliffs, NJ.
25. Si, B. F., Zhong, M. & Gao, Z. Y. (2008). System optimization model for traffic network with ATIS. In: the 11th International IEEE Conference on ITS: 888-893, Beijing, China, October 12-15, 2008.
26. Si, B. F., Zhong, M. & Gao, Z. Y. (2008). Link resistance function of urban mixed traffic network. Journal of Transportation Systems Engineering and Information Technology, 8: 68-73.
27. Si, B. F., Long, J. C. & Gao, Z. Y. (2008). Optimization model and algorithm for mixed traffic of urban road network with flow interference. Science China-E, 51: 2223-2232.
28. Si, B. F., Zhong, M. & Gao, Z. Y. (2009). Bi-level programming for evaluating revenue strategy of railway passenger transport under multi-mode market competition. Transportation Research Record, 2117: 1-6.
29. Si, B. F., Zhong, M., Gao, L. & Gao, Z. Y. (2012). Hierarchical network based equilibrium model and algorithm for mixed-traffic urban transport system. Journal of Transportation Planning and Technology, 35: 545-559.
30. Small, K. A. & Verhoef, E. T. (2007). The economics of urban transportation. Routledge, 2 Park Square, Milton Park, Abingdon.
31. Smith, M. J. (1979). The existence, uniqueness and stability of traffic equilibrium. Transportation Research-B, 13: 295-304.
32. Suwansirikul, C., Friesz, T. L. & Tobin, R. L. (1987). Equilibrium decomposed optimization: a heuristic for the continuous equilibrium network design problem. Transportation Science, 21: 254-263.
33. Patriksson, M. (2008). On the applicability and solution of bilevel optimization models in transportation science: a study on the existence, stability and computation of optimal solutions to stochastic mathematical programs with equilibrium constraints. Transportation Research-B, 42: 843-860.
34. Tobin, R. L. & Friesz, T. L. (1988). Sensitivity analysis for equilibrium network flow. Transportation Science, 22: 242-250.
35. Tzeng, G. H. & Chen, C. H. (1993). Multi-objective decision-making for traffic assignment. IEEE Transactions on Engineering Management, 40: 180-187.
36. Yang, H. & Yagar, S. (1994). Traffic assignment and traffic control in general freeway-arterial corridor systems. Transportation Research-B, 28: 463-486.
37. Yang, H. & Huang, H. J. (2004). The Multi-class, multi-criteria traffic network equilibrium and system optimum problem. Transportation Research-B, 38: 1-15.
38. Yang, H. & Huang, H. J. (2005). Mathematical and Economic Theory of Road Pricing. Elsevier, Oxford.
39. Yedla, S., Shrestha, R. M. & Anandarajah, G. (2005). Environmentally sustainable urban transportation-comparative analysis of local emission mitigation strategies vis-à-vis GHG mitigation strategies. Transport Policy, 12: 245-254.
40. Yin, Y. F. & Lawphongpanich, S. (2006). Internalizing emission externality on road networks. Transportation Research-D, 11: 292-301.