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To address the issues about the detailed and humanization alignment design of curve in rail transit, this paper quantitatively analyzes the indexes of pedestrian self-adaptation characteristics and the computation theory, collects empirical data through controlled pedestrian experiment, and validates the empirical data with fundamental diagram theory. Based on this, the pedestrian self-adaptation characteristics research in curve is performed, and the impacts of curve design on pedestrian self-adaptation characteristics are analyzed. The results reveal that: the stability and safety of pedestrian self-adaptation characteristics would be improved with the increasing of curve angle; the critical point of curve radius is 7 m, i.e., the stability of pedestrian self-adaptation characteristics will be improved until the curve radius increase to 7 m, while declined since the radius continuously ascended; the performance and efficiency of pedestrian selfadaptation characteristics is the best with angle in [120°, 160°] or radius in [4, 10]m, worse with angle in [100°, 110°] and equal to 170° or radius in [11, 15]m, while the worst stability and safety with 90°-angle or 1 m-radius. Thus, the angle of curve in the [120°, 160°] and radius in [4, 10]m are recommended when the passenger flows are large. Copyright © 2017 by Science Press.
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来源 :
Journal of Transportation Systems Engineering and Information Technology
ISSN: 1009-6744
年份: 2017
期: 2
卷: 17
页码: 219-226