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Pedestrian Arrival and Release Characteristics at Signalized Crosswalk, crosswalk width, length, and signal timing). Then pedestrian release model with two constraints was established on the strength of above study. At last, correlation parameters were calibrated with the practical pedestrian data, and the lateral distance between pedestrians is shown as 0.8?m. The pro

PLAYS

Design and Operation Recommendations for Shared BRT Stops with No Overtaking,rrence of a phenomenon known as in-stop queueing, service quality and space utilization may decrease at shared BRT stops. This study analyzes the mixed operating characteristics at shared BRT stops and provides some suggestions for shared BRT stop design and operation to maintain service quality and

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conservative

forbid

GILD

EWER

Intersection Traffic Signal Optimization Considering Lane-Changing Behavior Caused Nearby Bus Bay Ss, stops and delay. However, the transit system will also bring some new bottlenecks. The influence caused by bus bay stop upstream should be considered for traffic signal optimization. This paper proposes a traffic signal optimization model for intersection and bus bay stop upstream unit, which tar

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