Modeling the Pedestrian Delay at Signalized Intersections with Two-Stage Crossing: Considering Physical Queuing Length

Author:

Chen Weijie1ORCID,Zhu Feng2ORCID,Shi Xiaomeng3ORCID,Ye Zhirui4

Affiliation:

1. Ph.D. Student, School of Transportation, Southeast Univ., 2 Southeast University Rd., Nanjing 210000, China. ORCID: .

2. Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798, Singapore. ORCID: .

3. Assistant Professor, School of Transportation, Southeast Univ., 2 Southeast University Rd., Nanjing 210000, China (corresponding author). ORCID: .

4. Professor, School of Transportation, Southeast Univ., 2 Southeast University Rd., Nanjing 210000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference24 articles.

1. Alhajyaseen W. and H. Nakamura. 2009. “A methodology for modeling pedestrian platoon discharge and crossing times at signalized crosswalks.” In Proc. 88th Annual Meeting of the TRB. Washington DC: Transportation Research Board.

2. Delay Pattern Estimation for Signalized Intersections Using Sampled Travel Times

3. Evaluation of a signalized intersection with hook turns under traffic actuated control circumstance;Bie Y.;J. Transp. Eng.,2015

4. Pedestrian Crossing Warrants for Urban Midblock Crossings under Mixed-Traffic Environment

5. Multimodal microsimulation of vehicle and pedestrian signal timings;Ishaque M. M.;Transp. Res. Rec.,2005

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