Urban Trip Distribution in Practice. I: Conventional Analysis-Reference-Cited by-同舟云学术

Urban Trip Distribution in Practice. I: Conventional Analysis

Published:1993-11 Issue:6 Volume:119 Page:793-815
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Easa Said M.¹

Affiliation:

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281993%29119%3A6%28793%29

Reference90 articles.

1. Trip distribution using composite impedance;Allen W.;Transp. Res. Record,1983

2. The mathematical form of travel time factors;Ashford N.;Highway Res. Record,1969

3. Bajpai J. (1990). “Forecasting the basic inputs to transportation planning at the zonal level.” NCHRP Report 328 Transp. Res. Board Nat. Res. Council Washington D.C.

4. Barkley R. E. (1951). “Origin‐destination surveys and traffic volume studies.” Bibliography No. 11 Highway Res. Board 1–271.

5. Novel traffic survey method utilizes vehicle lights;Bebee M. A.;Highway Res. Board Bull.,1959

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