A PROPOSAL OF A REAL-TIME DEMAND RESPONSIVE SIGNAL CONTROL ALGORITHM FOR DISPLACED LEFT-TURN INTERSECTIONS CORRIDOR IN DEVELOPING COUNTRIES

Author:

SHOKRY Sherif1,TANAKA Shinji1,NAKAMURA Fumihiko2,ARIYOSHI Ryo1,MIURA Shino1

Affiliation:

1. Graduate School of Urban Innovation, Yokohama National University

2. Yokohama National University

Publisher

Japan Society of Civil Engineers

Reference36 articles.

1. 1) El Esawey, M. and Sayed, T.: Analysis of unconventional arterial intersection designs (UAIDs): state-of-the-art methodologies and future research directions, Transportmetrica A: Transport Science, Vol. 9, No. 10, pp. 860-895, 2013.

2. 2) El Esawey, M. and Sayed, T.: Comparison of two unconventional intersection schemes: crossover displaced left-turn and upstream signalized crossover intersections, Transportation Research Record: Journal of the Transportation Research Board, Vol. 2023, pp. 10-19, 2007.

3. 3) Carroll, D. and Lahusen D.: Operational effects of continuous flow intersection geometrics, Transportation Re tation Research Record: Journal of the Transportation Research Board, Vol. 2348, pp. 1-11, 2013.

4. 4) Hummer, J. E. and Reid, J. D.: Unconventional left turn alternative for urban and suburban arterials an update, Transportation Research Board Circular E-C019: Urban Street Symposium, pp. E-3/1-E-3/17, 1998.

5. 5) Jagannathan, R. and Bared, J. G.: Design and operational performance of crossover displaced left-turn intersections, Journal of the Transportation Research Board, No. 1881, pp. 1-10, 2004.

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