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000821213 1001_ $$0P:(DE-Juel1)156196$$aZhang, Jun$$b0$$eCorresponding author$$ufzj
000821213 1112_ $$a8th International Conference on Pedestrian and Evacuation Dynamics$$cHefei$$d2016-10-17 - 2016-10-20$$gPED 2016$$wChina
000821213 245__ $$aProperties of pedestrian movement at signalized crosswalk
000821213 260__ $$aKöln$$bInstitut für Theoretische Physik$$c2016
000821213 29510 $$aProceedings of Pedestrian and Evacuation Dynamics 2016
000821213 300__ $$a135-139
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000821213 520__ $$aActual manuals and literature report different descriptions on the capacity of crosswalk. In this paper, pedestrian movement properties on signalized crosswalk is studied by carrying out series of experimentsunder laboratory condition. The influence of the directional split ratio in bidirectional streams on the capacity of crosswalk is investigated. It is found that the maximum reduction of the capacity occurs at directional splitratio of 0.5, which is different from the descriptions in High Capacity Manual (HCM) but agrees with the findings in [1]. However, the observed maximum flow is higher than that in previous studies. By comparing thefundamental diagrams among unidirectional flow, bidirectional flow in corridor and on crosswalk, significant differences are observed for  rho> 2.0 m-2. Interestingly, the capacity of bidirectional flow on crosswalk is closeto unidirectional flow in corridor, which is higher than bidirectional flow in corridor.
000821213 536__ $$0G:(DE-HGF)POF3-511$$a511 - Computational Science and Mathematical Methods (POF3-511)$$cPOF3-511$$fPOF III$$x0
000821213 7001_ $$0P:(DE-Juel1)168116$$aCao, Shuchao$$b1$$ufzj
000821213 7001_ $$0P:(DE-Juel1)132266$$aSeyfried, Armin$$b2$$ufzj
000821213 773__ $$0PERI:(DE-600)2854776-7$$nA11$$p1-618$$tCollective dynamics$$v1$$x2366-8539$$y2016
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000821213 9141_ $$y2016
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