2011
DOI: 10.1016/j.trb.2010.07.002
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Frequency-based transit assignment considering seat capacities

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Cited by 101 publications
(58 citation statements)
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“…This has been recently incorporated into public transport assignment models such as Sumalee et al (2009), Leurent andLiu (2009), Hamdouch et al (2011) and Schmöcker et al (2011), who estimate the probability of getting a seat both when boarding a bus, and once on board if a passenger has to stand at the beginning of his/her trip. Passengers choose departure time and route according to their perceived travel disutility, which includes the probability of getting a seat (or failure to do so) as a key attribute.…”
Section: Effect On Route and Bus Choicementioning
confidence: 99%
“…This has been recently incorporated into public transport assignment models such as Sumalee et al (2009), Leurent andLiu (2009), Hamdouch et al (2011) and Schmöcker et al (2011), who estimate the probability of getting a seat both when boarding a bus, and once on board if a passenger has to stand at the beginning of his/her trip. Passengers choose departure time and route according to their perceived travel disutility, which includes the probability of getting a seat (or failure to do so) as a key attribute.…”
Section: Effect On Route and Bus Choicementioning
confidence: 99%
“…The factor X means v/c is equal to the volume-to-capacity ratio, which is also applied to Equation (11). Furthermore, the equivalency factor ϕ(s b ) is 1.65 for a small bus (8 m), 2.19 for standard buses (12 m), 2.60 for rigid long buses (15 m), and 3.00 for articulated buses (18 m).…”
Section: Running Timementioning
confidence: 99%
“…The diagram of Figure 2 indicates that the FBS encountering an intersection experiences three processes, including deceleration, queuing time, and acceleration, which conform a queue type D/D/1.The first D denotes that the time between arrivals to the queue is deterministic type; the second D describes the deterministic service time distribution; lastly, the 1 indicates only one server at the station. Equation (11) can be derived to calculate the average uniform delay incurred every signal cycle by the FBS crossing one intersection. The formulation of Equation (11) is identical to what has been suggested as an analytical steady-state approach, like the Highway Capacity Manual (HCM) or the Canadian Capacity Guide for Signalized Intersections:…”
Section: Delay Timementioning
confidence: 99%
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