Reliability Analysis of Minimum Pedestrian Green Interval for Traffic Signals
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3 (corresponding author).
2. Professor, Dept. of Highway and Railway Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000549
Reference19 articles.
1. Estimating the minimum required width of signalized crosswalks considering bi-directional pedestrian flow and different age groups;Alhajyaseen W. K.;Asian Transp. Stud.,2010
2. Coffin A. and Morrall J. (1995). “Walking speeds of elderly pedestrians at crosswalks.” Transportation Research Record 1487 Transportation Research Board Washington DC 63–67.
3. Reliability‐Based Design of Intergreen Interval at Traffic Signals
4. Federal Highway Administration (FHWA). (2009). Manual on uniform traffic control devices for streets and highways U.S. Dept. of Transportation Washington DC.
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