All Issue

2021 Vol.39, Issue 2 Preview Page

Article

April 2021. pp. 192-203
Abstract
References
1
Brooks W. D. (1965), Vehicular Traffic Control: Designing Traffic Progression Using a Digital Compute, Kingston, NY: IBM Data Processing Division.
2
Chang E. C. P., Messer C. J. (1991), Arterial Signal Timing Optimization Using PASSER II-90 - Program User's Manual, 4-7.
3
Department of Transport MININESOTA (2013), MnDOT Traffic Signal Timing and Coordination Manual, 5-1, 5-2.
4
Gartner N. H., Assmann S. F., Lasaga F., Hou D. L. (1991), A multiband approach to arterial traffic signal optimization, Transportation Res, 25B 55-74. 10.1016/0191-2615(91)90013-9
5
Han Y. H., Kim Y. C. (2012), The Macroscopic Model for Signalized Intersections to Consider Progression in relation to Delay, The Journal of The Korea Institute of Intelligent Transport Systems, 11(6), 15-22. 10.12815/kits.2012.11.6.015
6
Jeong Y. J., Kim Y. C. (2009), Application and Evaluation of a Traffic Signal Control Algorithm based on Travel Time Information for Coordinated Arterials, Journal of Korea Transportation Research Society, 27(5), 179-187.
7
Jeong Y. J., Kim Y. C., Kim D. H. (2011), Traffic Signal Control Strategy for Passive Tram Signal Priority on City Arterial, The journal of the Korea institute of intelligent transport systems, 10(1), 27-41.
8
John L., Mark D. K., Nathan G. (1981), MAXBAND: A Program for Setting Signals on Arteries and Triangular Networks, Transportation Research Record, 795 40-46.
9
Korean National Police Agency, Ministry of Land, Infrastructure and Transport (2019), Safety Speed 5030 Design and Operation, 6-7.
10
Lee I. K., Kim Y. C. (2009), Development of a Signal Control Algorithm Using an Individual Vehicle's Data in a Wireless Environment, Journal of Korea Transportation Research Society, 27(5), 125-134.
11
Lee I. K., Kim Y. C. (2014), A Development of the Traffic Signal Progression Model for Tram and Vehicles, Journal of Korea Transportation Research Society, 32(3), 280-292. 10.7470/jkst.2014.32.3.280
12
Lee M. H., Kim Y. C., Jeong Y. J. (2014), Queue Length Based Real-Time Traffic Signal Control Methodology Using Sectional Travel Time Information, The Journal of The Korea Institute of Intelligent Transport Systems, 13(1), 1-14. 10.12815/kits.2014.13.1.001
13
Mc Trans Center University of Florida (2004), Traffic Network Study Tool: TRANSYT-7F, United States Version, 2-10, 4-49, 4-50.
14
Ministry of Land, Transport and Maritime Affairs (2013), Road Capaciy Handbook, 18
15
Roger P. R., Elena S. P., William R. M. (2011), Traffic Engineering Fourth Edition, 637.
16
Texas Transportation Institute Transportation Operations Group (2004), PASSER V, 31.
17
U.S. Department of Transportation Federal Highway Administration (2008), Traffic Signal Timing Manual, 6-4.
18
Zong T., Thomas U. (2007), System Partition Technique to Improve Signal Coordination and Traffic Progression, Journal of Transportation Engineering, 119. 10.1061/(ASCE)0733-947X(2007)133:2(119)
Information
  • Publisher :Korean Society of Transportation
  • Publisher(Ko) :대한교통학회
  • Journal Title :Journal of Korean Society of Transportation
  • Journal Title(Ko) :대한교통학회지
  • Volume : 39
  • No :2
  • Pages :192-203
  • Received Date :2020. 11. 03
  • Revised Date :2020. 12. 09
  • Accepted Date : 2021. 02. 25