Proposed Methodology of Optimizing Transitioning Between Time-of-Day Timing Plans-Reference-Cited by-同舟云学术

Proposed Methodology of Optimizing Transitioning Between Time-of-Day Timing Plans

Published:2003-07 Issue:4 Volume:129 Page:392-398
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Mussa Renatus¹,Selekwa Majura²

Affiliation:

1. Assistant Professor, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Room 129, Tallahassee, FL 32310.

2. Visiting Assistant Research Professor, FAMU-FSU College of Engineering, 2525 Pottsdamer St., Room 129, Tallahassee, FL 32310.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282003%29129%3A4%28392%29

Reference13 articles.

1. Anderson B. D. O. and Moore J. B. (1990). Optimal control: Linear quadratic method Prentice-Hall Englewood Cliffs N.J.

2. Basu S. (1981). “A study of factors influencing the number of signal timing plans required for UTCS first generation traffic control systems.” Rep. No. FHWA/RD-80/039 Federal Highway Administration Washington D.C.

3. BI Tran Systems Inc. (2000). BI Trans 170 Controller Software Version 233 Sacramento Calif.

4. Signal transition interval for computerized traffic signal systems.;Chang E. C.;Transp. Plan. J.,1987

5. Gordon R. L. Reiss R. L. Haenel H. Case E. R. French R.L Mohaddes A. and Wolcott R. (1996). “Traffic control systems hand-book.” Rep. No. FHWA-SA-95-032 Federal Highway Administration Washington D.C.

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