Disaggregate Gap-Acceptance Model for Unsignalized T-Intersections-Reference-Cited by-同舟云学术

Disaggregate Gap-Acceptance Model for Unsignalized T-Intersections

Published:1997-01 Issue:1 Volume:123 Page:36-42
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Hamed M. M.¹,Easa S. M.²,Batayneh R. R.³

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Jordan Univ. of Sci. and Technol., P.O. Box 3030, Irbid, Jordan.

2. Prof. and Chair, Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay, Ontario, Canada P7B 5E1.

3. Grad. Student, Dept. of Civ. Engrg., Jordan Univ. of Sci. and Technol., P.O. Box 3030, Irbid, Jordan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281997%29123%3A1%2836%29

Reference30 articles.

1. Influence of Stopped Delay on Driver Gap Acceptance Behavior

2. Some observations of driver gap-acceptance behavior at a priority intersection.;Ashworth R.;Transp. Engrg.,1977

3. Batayneh R. (1994). “Stochastic model for the estimation of driver gap-acceptance parameters at unsignalized intersection ” MS thesis Jordan Univ. of Sci. and Technol. Irbid Jordan.

4. Ben-Akiva M. and Lerman S. (1985). Discrete choice analysis: theory and application to travel demand. MIT Press Cambridge Mass.

5. Brilon W. ed. (1988 1991). Intersections without traffic signals Parts I and II. Springer-Verlag KG Berlin Germany.

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