[1] Abdulaal, M. and LeBlanc, L. J. (1979) Continuous equilibrium network design models. Transportation Research, 13B,19-32. [2] Akamatsu, T.(1997) Decomposition of path choices entropy in general transportation networks. Transportation Science, 81, 349-362. [3] Akamatsu, T. and Miyawaki, O. (1995) Maximum network capacity problem under the transportation equilibrium assignment. Infrastructure Planning Review, 12, 719-729 In Japanese). [4] Asakura, Y. (1992) Maximum capacity of road network constrained by user equilibrium conditions. Paper presented at the 24th Annual Conference of the UTSG. [5] Bard, J. F. (1998) Practical Bilevel Optimization: Algorithms and Applications. Kluwer Academic Publishers, Dordrecht, the Netherlands. [6] Bell, M. G. H. (1995) Alternative to dial’s logit as signment algorithm. Transportation Research, 29B, 287-295. [7] Bell, M. G. H. and lida, Y. (1997) Transportation Network Analysis.} John Wiley & Sons Ltd. [8] Bergendrorff, P.,Hearn, D. W. and Ramanda, M.V . (1997) Congestion Toll Pricing of Traffic Networks, in Network Optimization, Lecture Notes in Economics and Mathematical Systems 450, P. M. Pardslos, D. W. Heard and W. W. Hager (eds), pp. 52-71. [9] Berkseaks, D. P. (1982) Constrained Optimization and Lagrange Multiplier Methods. Academic Press, New York. [10] Bertsekas, D.,Nonlinear Programming. Athena Scientific (1999). [11] Boggs, P. T. and Tolle, J. W. (1995) Sequential quadratic programming. Acts Numerica,1-51. [12] Chen, Y. (1992) Bilevel Programming Problems: Analysis, Algorithms and Applications. Ph. D. Dissertation, University de Montreal, Montreal, Canada. [13] Chian, S- W (1999) Optimization of area traffic control for equilibrium network flows. Transportation Science, 33, 279-289. [14] Cho, H.-J.,Smith, T. E. and Fries, T. L. (2000) A reduction method for local sensitivity analysis of network equilibrium are flows. Transportation Research, 34B, 31-51. [15] Cho, H-J. (1988) Sensitivity Analysis of Equilibrium Network Flows and Its Application to the Development of Solution Methods for Equilibrium Network Design Problems. PhD dissertation, University of Pennsylvania, Philadelphia. [16] Clark, S. D. and Waiting, D. P. (2002) Sensitivity analysis of the probit-based stochastic user equilibrium assignment model. Transportation Research, 36B, 617-635. [17] Daganzo, C. F. (1979) Multinomial Probit: the Theory and Its Application to Demand Forecasting. Academic Press, New York. [18] Dagans, C. F. (1982) Unconstrained extremal formulation of some transportation equilibrium problems. Transportation Science, 16, 332-361. [19] Davis, G. A. (1994) Exact local solution of the continuous network design problem via stochastic user equilibrium assignment. Transportation Research, 28B, 61-75. [20] Dempe, S. (2002) Foundation of Bilevel Programming. Klumer Academic Publishers, Dordrecht, the Netherlands. [21] Dial, R. B. (1971) A probabilistic multipath traffic assignment model. Which obviates the need of path enumeration . Transportation Science, 5,83-111. [22] Dial,R .B . (2002) Minimal-revenue congestion pricing: part II: an efficient algorithm for the general case. Transportation Research,34B, 645-665 . [23] Ferrari, P.(1995) Road pricing and network equilibrium. Transportation Research, 29B,357-372. [24] Fisk, C. S. (1980) Some developments in equilibrium traffic assignment methodology. Transportation Research, 11B, 253-274. [25] Fisk, C. S. (1984) Optimal signal controls on congested networks. Proceedings of the Ninth International Symposium on Transportation and Traffic Theory, VNU Science Press, Delft, the Netherlands, pp. 197-216. [26] Fisk, C. S. (1989) Trip matrix estimation from link traffic counts: the congested network case. Transportation Research, 17B, 245-250. [27] Florian, M. and Hearn, D. (1995)Network Equilibrium Models and Algorithms. Handbooks in Operations Research and Management Science Vol. 8: Network Routing, Ball, M. O.,Magnanti, T. L. , Monma , C. L. and Nemhauser, G. L. (eds), Elsevier Science B. V.、pp.485-542. [28] Fries.,T. L.,Anandalingam, G.,Mehts, N. J., Nam, K. , Shah, S. J. and Tobin, R. L. (1993) The multiobjective equilibrium network design problem revisited: a simulated annealing approach. European Journal of Operational Research, 65, 44-57. [29] Fukushima, M. (1992) Equivalent differentiable optimization problems and descent methods for asymmetric variational inequality problems. Mathematical Programming, 53, 99-110. [30] Gang, Z. Y. and Song, Y. F. (2002) A reserved capacity model of optimal signal control with user equ ilibrium route choice. Transportation Research, 36B, 313-323. [31] Ga rtner, N. H.,Gershwin. S. B..Little, J. D. c. and Ross, P. (1980) Pilot study of computer-based urban traffic management. Transportation Research, 14B, 203-217. [32] Gauvin, J. and Dubeau, F. (1982) Differentiable properties of the marginal function in mathematical. programming. Mathematical Programming Study. 19, 101-119. [33] Huang, H.-J., Wang, S. and Belt, M. G. H. (2001) A bi-level formulation and quasi-newton algorithm for stochastic equilibrium network design problem with elastic demand [J]. Journal of Systems Science and Complexity, 14, 40-53. [34] Iida, Y.,Hasegawa, T.,Asakura, Y. and Sho, C. F. (1989) A formulation of on-ramp traffic control system with route guidance for urban expressway. IFAC/IFFIP/IFORS/-Six International Conference on Control in Transportation System, Frances, Pairs, July, pp229-236. [35] LeBlanc, L. J. (1975) An algorithm for discrete network design problem, Transportation Science9, 183-199. [36] Leurent, L.(1998) Sensitivity and error analysis of the dual criteria traffic assignment model. Transportation Research. 32B. 189-204. [37] Lim, A. C. (2002)Transportation Network Design Problems; An MPEC Approach. Department of Mathematical Science, Johns Hopkins University. [38] Liu, S. and Fricker, J. D. (1996) Estimation of a trip table and the parameter in a stochastic network. Transportation Research. 30A. 87-305. [39] Luo, Z. Q.,Pang, J. S. and Ralph. D. (1996) Mathematical Programs with Equilibrium Constraints. Cambridge University Press. [40] Maher, M. 1.,Zhang. X. Y. and Van VIiet, D. (2001) A bi-level programming approach for trip matrix estimation and traffic control problems with stochastic user equilibrium link flows. Transportation Research. 35B. 23-40. [41] Marcotte. P. (1986) Network design problem with congestion effects; a case of bilevel programming. Mathematical Programming, 34. 142-162. [42] Marcotte. P. and Marquis, G. (1992) Efficient implementation of heuristics for the continuous network design problem. Annals of Operations Research, 34, 163-176. [43] Meng, Q. (2000) Bilevel Transportation Modeling and Optimization. Ph.D. Dissertation, Department of Civil Engineering. Hong Kong University of Science & Technology. [44] Meng, Q. and Yang, H. (2002.) A unified continuously differentiable approach for the transportation network optimization problems with user equilibrium constraints. Transportation Science (Submitted). [45] Meng, Q. and Yang, H. (2002b) Benefit distribution and equity in road network design.Transportation Research 36B, 19-35. [46] Meng, Q. and Yang, H. (2004) A unified continuously differentiable approach for the transportation network optimization problems. The CD-ROM of the 10th World Conference on Transportation Research, July 4-8, 2004, Istanbul. Turkey. [47] Meng, Q.. Lee, D. H. and Chen, R. L. (2004a) Simultaneous estimating O-D matrix and calibrating link travel cost functions from traffic counts. Proceedings of the 8th International Conference on the Application of Advanced Technology in Transportation, 26-28 May, 2004 Beijing, China, pp. 56-60. [48] Meng, Q ,Lee, D.-H.,Yang, H, and Huang, H. -J. (2004b) Transportation network optimization problems with stochastic user equilibrium constraints[J]. Journal of Transportation Research Record}(in press). [49] Meng, Q., Wong, S. C. and Yang, H. (2000) A combined land-use and transportation model for work trips. Environment and Planning B.27,93-103. [50] Meng, Q.,Yang, H. and Bell. M. G. H. (2001) An equivalent continuously differentiable model and a locally convergent algorithm for the continuous network design problem. Transportation Research,35B, 83-105. [51] Migdalas, A. (1995) Bilevel programming in traffic planning: models, methods and challenge[J]. Journal of Global Optimization, 7,381-405. [52] Nguyen, S. (1977) Estimating an O-D Matrix from Network Data: A Network Equilibrium Approach: Publication 87, Centre de recherche sur les Transportation, University de Montreal, Canada. [53] Nguyen, S. (1984) Estimating Origin-Destination matrices from observed flow, In Transportation Planning Models. Florian, M. (Ed), pp.363-380. [54] Outrata, J. V. (1997) On a special class of mathematical programs with equilibrium constraints. Lecture Notes in Economics and Mathematical System, 452, Springer-Verlag, Berlin, pp. 246-260. [55] Outrata. J. V.,Kocvara, M. and Zowe. J.(1998) Non-smooth Approach to Optimization Problems with Equilibrium Constraints: Theory, Application and Numerical Results. Kluwer Academic Pubbsbers, Dordrecht, the Netherlands. [56] Patriksson, M.(1994) The Traffic Assignment Problems, Models and Methods. VSP. Utrecht. the Netherlands. [57] Patriksson. M. (2004)Sensitivity analysis of traffic equilibria. Transportation Science 38, 258-28l. [58] Patriksson, M. and Rockafellar, R. T. (2002) A mathematical model and descent algorithm for bilevel traffic management. Transportation Science, 36, 271-291. [59] Patriksson, M. and Rockafellar, R. T. (2003) Sensitivity analysis of variational inequalities over aggregated polyhedra with applications to traffic equilibria. Transportation Science, 37, 56-68. [60] Qiu, Y. and Magnanti, T. L. (1989) Sensitivity analysis for variational inequalities defined on polyhedral sets. Mathematics of Operations Research, 14, 410-432. [61] Schittkowski, K. (2003) Personal Web Site of Schittkowski www.uni-bayreuth.de/departments/math/~kschittkowski/. Accessed 12 August 2003. [62] Sheffi, Y. (1985) Urban Transportation Networks: Equilibrium Analysis with Mathematical Programming Methods. Englewood Cliffs, NJ: Prentice-Hall. [63] Shimizu, K.,Ishizuka, Y. and Bard, J. F. (1997) Nondifferentiable and Two-level Mathematical Programming. Klumer Academic Publishers Boston. [64] Suwansirikul, C.,Friesz, T. I.and Tobin, R. L. (1987) Equilibrium decomposed optimization: a heuristic for the continuous equilibrium network design problem. Transportation Science, 21, 254-263. [65] Tam, M. L. and Lam. W. H. K(2000) Maximum car ownership under constraints of road capacity and parking space. Transportation Research. 34A, 145-170. [66] Tan. H,,Gershwin, S. and Athans M. (1979) Hybrid Optimization in Urban Traffic Networks.MIT Report DOT-TSC-RSPA-79-7. [67] Tobin, R. L. and Fries, T. L. (1988) Sensitivity analysis for equilibrium network flows Transportation Science, 22, 242-250. [68] Wong S. C. and Yang H. (1997) Reserve capacity of a signal-controlled road network, Transportation Research, 31B, 397-402. [69] Xu G. and Lam W. H. K. an d Chan, K. S.(2002) An integrated approach for trip matrix estimation and network calibration[J]. Journal of Transportation Engineering. 130, 231-244. [70] Yang. H.(1991)Estimating Origin-Destination Matrices From Traffic Counts in Congested Networks. Doctoral Dissertation, Kyoto University, Japan. [71] Yang, H. and Bell,M . G.H.(1997) Traffic restraint, road pricing and network equilibrium Transportation Research, 31B, 303-314. [72] Yang,H .and Latn,W. H. K. (1996) Optimal Road Tolls under Conditions of Queuing and Congestion. Transportation Research, 30A, 319-332. [73] Yang, H. and Meng, Q. (2000) Highway pricing and capacity choice in a road network under a build-operate-transfer scheme. Transportation Research, 34A,207-222. [74] Yang, H. and Yagar, S. (1994) Traffic assignment and traffic control in general freewayarterial corridor systems. Transportation Research, 28B, 463-486. [75] Yang, H. and Yagar, S. (1995) Traffic assignment and signal control in saturated road network, Transportation Research, 29A, 125-139. [76] Yang,R. and Zhang, X. Z. (2002) Multiclass network toll design problem with social and spatial equity constraints[J]. Journal of Transportation Engineering, ASCE, 128, 420-428. [77] Yang, H.,Bell, M. G. H. and Meng, Q. (2000) Modeling the capacity and level of service of urban transportation networks. Transportation Research, 34B, 255-275. [78] Yang, H.,Meng, Q. and Bell, M. G. H. (2001) Simultaneous estimation origin-destination matrices and travel-cost coefficient in congested stochastic networks. Transportation Science, 35, 107-123. [79] Yang, H.,Meng, Q. and Liu G. S. (2005) Reformulating and solving a class of transportation network optimization problems with user equilibrium constraints. The IFORS Triennial 2005 Conference, 11-15 July 2005, Hilton Hawaii Village, Hawaii, United States. (Submitted). [80] Yen, N. D. (1995) Lipschitz continuity of solutions of variational inequalities with a parametric polyhedral constraint. Mathematics of Operations Research}, 20, 695-708. [81] Yin, Y. (2000) Genetic-algorithm-baaed approach for bilevel programming models. ASCE Journal of Transportation Engineering, 126, 115-120. [82] Ying, J. Q. and Miyagi, T. (2001) Sensitivity analysis for stochastic user equilibrium network flows-a dualapproach. Transportation Science, 35, 24-133. [83] Zhang, X. N. (2003) OptimalR oad Pricing in Transportation Networks. Ph. D. Dissertation, Department of Civil Engineering, Hong Kong University of Science & Technology. [84] Zhang, Y.-F. (1994) Parameter Estimation for Combined Models Of Urban Travel Choices Consistent with Equilibrium Travel Costs. Ph. D. Dissertation, Department of Civil Engineering, University of Illinois at Chicago.
|