Development of a Delay Model for Roundabouts in Jordan-Reference-Cited by-同舟云学术

Development of a Delay Model for Roundabouts in Jordan

Published:2004-01 Issue:1 Volume:130 Page:76-82
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Al-Omari B. H.¹,Al-Masaeid H. R.²,Al-Shawabkah Y. S.³

Affiliation:

1. Associate Professor of Civil Engineering and Vice Dean of Research, Jordan Univ. of Science and Technology, P.O. Box (3030), Irbid, Jordan.

2. Professor of Civil Engineering, Vice Dean of Engineering Faculty, Jordan Univ. of Science and Technology, P.O. Box (3030), Irbid, Jordan.

3. Teaching Assistant, Civil Engineering Dept., Hashemite Univ., Zarqa, 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%282004%29130%3A1%2876%29

Reference23 articles.

1. Akcelik R. and Troutbeck R. (1991). “Implementation of the Australian roundabout analysis method in SIDRA.” Proc. Int. Symp. on Highway Capacity Balkema Rotterdam The Netherlands 17–34.

2. Al-Masaeid H. R. and Faddah M. Z. (1997). “Capacity of roundabout in Jordan.” Transportation Research Record 1572 Transportation Research Board Washington D.C. 76–85.

3. Al-Omari B. H. (1996). “Delay models for intersections controlled by stop signs.” PhD thesis Univ. of Illinois at Urbana-Champaign Urbana Ill.

4. ARRB Transport Research Ltd. (1996). SIDRA 5.02 user guide Vermont South Victoria Australia.

5. Delray Beach Environmental Services Department. (2001). “Roundabouts.” 〈http://www.delrayesd.com〉 (July 11 2001).

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