Evaluation of Roundabout Capacity Models: An Empirical Case Study-Reference-Cited by-同舟云学术

Evaluation of Roundabout Capacity Models: An Empirical Case Study

Published:2016-12 Issue:12 Volume:142 Page:04016066
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Ren Liang¹,Qu Xiaobo²,Guan Hong³,Easa Said⁴,Oh Erwin⁵

Affiliation:

1. Ph.D. Student, Griffith School of Engineering, Griffith Univ., Gold Coast, Nathan, QLD 4222, Australia.

2. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia (corresponding author).

3. Associate Professor, Griffith School of Engineering, Griffith Univ., Gold Coast, Nathan, QLD 4222, Australia.

4. Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3.

5. Senior Lecturer, Griffith School of Engineering, Griffith Univ., Gold Coast, Nathan, QLD 4222, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000878

Reference43 articles.

1. Gap acceptance modelling by traffic signal analogy;Akcelik R.;Traffic Eng. Control,1994

2. Al-Ghandour M. Rasdorf W. Williams B. and Schroeder B. (2011). “Analysis of single-lane roundabout slip lanes using SIDRA.” Transportation and Development Institute Congress 2011 ASCE Reston VA 1235–1244.

3. Bared J. and Edara P. K. (2005). “Simulated capacity of roundabouts and impact of roundabout within a progresses signalized road.” Proc. National Roundabout Conf. Transportation Research Board of the National Academies Vail CO.

4. Circulatory Markings at Double-Lane Traffic Roundabout: Comparison of Two Marking Schemes

5. Capacity evaluation of multi-lane traffic roundabout

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