Pedestrian and Evacuation Dynamics 2012 2013
DOI: 10.1007/978-3-319-02447-9_95
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The Effects of the Design Factors of the Train-Platform Interface on Pedestrian Flow Rates

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Cited by 14 publications
(21 citation statements)
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“…Different from the laboratory experiments done by Dameen et al [33], Fernandez et al [34], and Fujiyama et al [35], another behaviour observed at PAMELA was that the capacity of the train doors will not only depend on the door widths but also on the ratio R. If the value of R increases, then the number of lanes of flow for those passengers alighting will decrease. This was only presented in the crowded situations, due to the high number of passengers boarding and alighting (reaching more than 4 pass/m 2 ).…”
Section: Discussion and Future Workmentioning
confidence: 60%
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“…Different from the laboratory experiments done by Dameen et al [33], Fernandez et al [34], and Fujiyama et al [35], another behaviour observed at PAMELA was that the capacity of the train doors will not only depend on the door widths but also on the ratio R. If the value of R increases, then the number of lanes of flow for those passengers alighting will decrease. This was only presented in the crowded situations, due to the high number of passengers boarding and alighting (reaching more than 4 pass/m 2 ).…”
Section: Discussion and Future Workmentioning
confidence: 60%
“…In such a case, the alighting rate is 1.6 pass/s. Nonetheless, [34] only considered passenger alighting, and Fujiyama et al [35] stated that for a bidirectional flow (boarding and alighting) the station and vehicle should be designed with a vertical gap of 50 mm, reaching a maximum flow of 1.42 passengers per second. Moreover, Karekla and Tyler [36] proposed a model to predict the dwell time based on laboratory experiments, in which a small vertical gap can reduce the dwell time by 8%.…”
Section: Journal Of Advanced Transportationmentioning
confidence: 99%
“…Different from the laboratory experiments done by Dameen et al [33], Fernandez et al [34] and Fujiyama et al [35], another behaviour observed at PAMELA was that the capacity of the train doors will not only depends on the door widths but also on the ratio R. If the value of R increases, then the number of lanes of flow for those passengers alighting will decrease. This was only presented in the crowded situations, due to the high number of passengers boarding and alighting (reaching more than 4 pass/m 2 ).…”
Section: Discussion and Future Workmentioning
confidence: 61%
“…In such a case, the alighting rate is 1.6 pass/s. Nonetheless, [34] only considered passenger alighting, Fujiyama et al [35] stated that for a bidirectional flow (boarding and alighting) the station and vehicle should be designed with a vertical gap of 50 mm, reaching a maximum flow of 1.42 passengers per second. Moreover, Karekla and Tyler [36] proposed a model to predict the dwell time based on laboratory experiments, in which a small vertical gap can reduce the dwell time by 8%.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Although vertical gaps could be deemed negative for equal accessibility, recent laboratory studies show that a small vertical gap can actually reduce the BAT (21). However, that study only considered alighting passengers in a laboratory experiment, but in (22) it is stated that for a bidirectional flow (boarding and alighting) the PTI should be designed with a vertical gap of 50 mm, reaching a maximum flow of 1.42 passengers per second (for a door width of 1.80 m and setback of 800 mm). In the same line of research, in (23) it was found that a small vertical gap can also increase doors' capacity when the horizontal gap is increased.…”
Section: Literature Reviewmentioning
confidence: 99%