Driver Behavior and Traffic Stream Interactions at Unsignalized Intersections
Author:
Affiliation:
1. Assoc. Prof. of Civ. and Envir. Engrg., American Univ. of Beirut, P.O. Box 11-0236, Beirut, Lebanon. E-mail: isam@aub.edu.lb
2. Res. Asst., Dept. of Civ. and Envir. Engrg., American Univ. of Beirut, P.O. Box 11-0236, Beirut, Lebanon.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282000%29126%3A6%28498%29
Reference16 articles.
1. Influence of Stopped Delay on Driver Gap Acceptance Behavior
2. Alam G. ( 1997). “Characterizing uncontrolled traffic conditions in post-war Beirut.” Master's thesis American University of Beirut Beirut Lebanon.
3. General Purpose Simulation Software ( GPSS )/ PC — Reference Manual. (1992). Minuteman Software Holly Springs N.C.
4. Disaggregate Gap-Acceptance Model for Unsignalized T-Intersections
5. Institute of Transportation Engineers (ITE). ( 1994). Manual of transportation engineering studies Prentice-Hall Englewood Cliffs N.J.
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