2015
DOI: 10.1007/s40864-015-0029-2
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A Method for Optimizing the Phased Development of Rail Transit Lines

Abstract: This paper develops a method for optimizing the construction phases for rail transit line extension projects with the objective of maximizing the net present worth and examines the economic feasibility of such extension projects under various financial constraints (i.e., unconstrained, revenue-constrained, and budget-constrained cases). A Simulated Annealing algorithm is used for solving this problem. Rail transit projects may be divided into several phases due to budget limits or demand growth that justifies … Show more

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Cited by 10 publications
(10 citation statements)
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References 24 publications
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“…As shown in Fig. 1, Passenger 1 should be picked up from dummy node o 1 in time window [4,7] and dropped off at dummy node d 1 in time window [11,14], while Passenger 2 should be picked up from dummy node o 2 in time window [8,10] and dropped off at dummy node d 2 in time window [13,16]. Vehicle 1 also has High-speed train speed Train scheduling Zhou et al [22] Cumulative working hours in crew scheduling, cumulative running distance in electric multiple unit (EMU) maintenance scheduling…”
Section: Modeling Methodology Based On the Spacetime-state Network Rementioning
confidence: 99%
See 2 more Smart Citations
“…As shown in Fig. 1, Passenger 1 should be picked up from dummy node o 1 in time window [4,7] and dropped off at dummy node d 1 in time window [11,14], while Passenger 2 should be picked up from dummy node o 2 in time window [8,10] and dropped off at dummy node d 2 in time window [13,16]. Vehicle 1 also has High-speed train speed Train scheduling Zhou et al [22] Cumulative working hours in crew scheduling, cumulative running distance in electric multiple unit (EMU) maintenance scheduling…”
Section: Modeling Methodology Based On the Spacetime-state Network Rementioning
confidence: 99%
“…Both upper bound and lower bound of this problem are equal to 24, which increases by 4 compared to the optimal solution of the first example. Obviously, it is for the reason that the travel time of links (2, 3) and (4,5) and no extra vehicle or passenger waiting time is introduced.…”
Section: The Second Example With Extended Link Travel Timementioning
confidence: 99%
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“…However, those methods were essentially static and incapable of revealing how the system service should be optimized in response to demand changes over an extended horizon. Cheng and Schonfeld (2015) presented a multi-period optimization model for the development of a rail transit line; nonetheless, the intermodal transfer was not considered. Problems such as how public transit modes should evolve with demand dynamics are still not fully solved.…”
Section: Fig 1 Evolution Of Transit Service Types Over Timementioning
confidence: 99%
“…Therefore, a static model is incapable of analyzing the evolution of modes. A multi-period model for extending the rail transit line is presented by Cheng and Schonfeld (2015). The implementation of a rail transit line is usually subdivided into several phases due to budget limits or insufficient demand.…”
Section: Evolution Of Transit Modesmentioning
confidence: 99%