Stability and Performance of Car-Following Models in Congested Traffic

Author:

Aycin Murat F.12,Benekohal Rahim F.12

Affiliation:

1. Univ. of Illinois at Urbana-Champaign, Newmark Civ. Engrg. Lab./MC-250, 205 N. Mathews Ave., Urbana, IL 61801–2352.

2. Assoc. Prof. in Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Newmark Civ. Engrg. Lab./MC-250, 205 N. Mathews Ave., Urbana, IL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference7 articles.

1. Aycin M. F. and Benekohal R. F. ( 1998). “Linear acceleration car-following model development and validation.” Transp. Res. Rec. 1644 Transportation Research Board Washington D.C. 10–19.

2. Aycin M. F. and Benekohal R. F. ( 1999). “Comparison of car-following models for simulation.” Transp. Res. Rec. 1678 Transportation Research Board Washington D.C. 116–127.

3. Benekohal R. F. and Treiterer J. ( 1988). “CARSIM: car-following model for simulation of traffic in normal and stop-and-go conditions.” Transp. Res. Rec. 1194 Transportation Research Board Washington D.C.

4. Eiger A. and Chin S.-M. ( 1994). “First generation UTSC simulation.” Transp. Res. Rec . Transportation Research Board Washington D.C. 57–60.

5. Traffic Software Integrated System Version 4.2 user's guide . (1988). Federal Highway Administration Washington D.C.

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