Analytical Procedures for Estimating Capacity of Freeway Weaving, Merge, and Diverge Sections-Reference-Cited by-同舟云学术

Analytical Procedures for Estimating Capacity of Freeway Weaving, Merge, and Diverge Sections

Published:2006-08 Issue:8 Volume:132 Page:618-628
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Rakha Hesham¹²,Zhang Yihua¹²

Affiliation:

1. Charles Via, Jr., Dept. of Civil and Environmental Engineering, Virginia Tech, 3500 Transportation Research Plaza (0536), Blacksburg, VA 24061.

2. VHB Inc., 115 South 15th St., Suite 200, Richmond, VA 23219.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282006%29132%3A8%28618%29

Reference24 articles.

1. A simulation approach for examining capacity and operational performance at freeway diverge areas

2. Al-Kaisy A. Stewart J. A. and Van Aerde M. (1999b). “The use of computer simulation to estimate freeway capacity at areas of concentrated turbulence.” Presented at the Canadian Institute of Transportation Engineers (CITE) Annual Meeting Montreal.

3. Al-Kaisy A. Stewart J. A. and Van Aerde M. (1999c). “The use of microscopic simulation to explore traffic stream models at freeway merge diverge and weave areas.” Presented at INFORMS Fall 1999 Meeting Philadelphia.

4. Bacon V. (1994). “Use of INTEGRATION model to study high-occupancy-vehicle facilities.” Transportation Research Record 1446 Transportation Research Board Washington D.C. 8–13.

5. Cassidy M. Chan P. Robinson B. and May A. D. (1990). “A proposed analytical technique for the design and analysis of major freeway weaving sections.” Research Rep. UCB-ITS-RR-90–16 Institute of Transportation Studies Univ. of California-Berkeley Berkeley Calif.

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