Development of an Adaptive Traffic Signal Control Framework for Urban Signalized Interchanges Based on Infrastructure Detectors and CAV Technologies

Author:

Wang Peirong (Slade)1ORCID,Li Pengfei (Taylor)2ORCID,Chowdhury Farzana Rahman3

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Texas in Arlington, Arlington, TX 76019. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas in Arlington, Arlington, TX 76019 (corresponding author). ORCID: .

3. Ph.D. Student, Dept. of Civil Engineering, Univ. of Texas in Arlington, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference29 articles.

1. Design and operational performance of double crossover intersection and diverging diamond interchange;Bared J. G.;Transp. Res. Rec.,2005

2. Bonneson, J. A., and S. Lee. 2000. Actuated controller settings for the diamond interchange with three-phase operation. College Station, TX: Texas Transportation Institute.

3. Bussieck, M. R., and A. Meeraus. 2004. “General algebraic modeling system (GAMS).” In Modeling languages in mathematical optimization, 137–157. New York: Springer.

4. Concurrent Optimization of Signal Progression and Crossover Spacing for Diverging Diamond Interchanges

5. Chlewicki G. 2003. “New interchange and intersection designs: The synchronized split-phasing intersection and the diverging diamond interchange.” In Proc. 2nd Urban Street Symp. 28–30. Washington DC: Transportation Research Board.

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