Journal of South China University of Technology (Natural Science Edition) ›› 2015, Vol. 43 ›› Issue (12): 106-113.doi: 10.3969/j.issn.1000-565X.2015.12.015

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Coordinated Signal Timing Optimization at Closely-Spaced Split Midblock Crosswalks

Xu Hong-feng  He Long  Zhang Kun   

  1. School of Transportation and Logistics,Dalian University of Technology,Dalian 116024,Liaoning,China
  • Received:2015-02-11 Revised:2015-05-02 Online:2015-12-25 Published:2015-11-01
  • Contact: 徐洪峰(1978-),男,博士,副教授,主要从事交通组织、管理与控制研究. E-mail:hfxu@dlut.edu.cn
  • About author:徐洪峰(1978-),男,博士,副教授,主要从事交通组织、管理与控制研究.
  • Supported by:
    Supported by the National Natural Science Foundation of China(61374193)

Abstract: Crosswalks are a kind of important pedestrian crossing facility. It is proper to implement the simultaneous signalization at integrated crosswalks and the separate signalization at split crosswalks. Regarding isolated split midblock crosswalks,a method to calculate the maximum pedestrian-crossing time is proposed according to the time-space diagram of pedestrian movements. Regarding closely-spaced split midblock crosswalks along an arterial,a coordinated signal timing optimization model is constructed by means of the integer nonlinear programming method according to the time-space diagram of vehicular movements. In the constructed model,the maximum of the maximum pedestrian-crossing time in any crosswalk and in any movement direction is minimized without any negative effect on the two-way green waves for vehicular movements. Case studies indicate that the constructed model is of practical value and can be widely applied.

Key words: transportation engineering, midblock crosswalk, coordinated signal control, integer nonlinear programming

CLC Number: