Some Guidelines for Selecting Microsimulation Models for Interchange Traffic Operational Analysis

Author:

Fang Fang Clara12,Elefteriadou Lily12

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, College of Engineering, Univ. of Hartford, 200 Bloomfield Ave., West Hartford, CT 06117.

2. Director, Associate Professor, Transportation Research Center, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, Box 116580, Gainesville, FL 32611-6580.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference11 articles.

1. Elefteriadou L. (2004) “NCHRP project 3-60 final report: Capacity and quality of service analysis of interchange ramp terminals.” Rep. Perpared for the Transportation Research Board National Research Council Washington D.C.

2. Federal Highway Administration (FHWA). (1997). Traffic software integrated system 97 user’s guide Washington D.C.

3. Garber N. J. and Fontaine M. D. (1999). “Final report: Guidelines for preliminary selection of the optimum interchange type for a specific location.” Rep. No. VTRC 99-R15 Virginia Transportation Research Council in Cooperation with the U. S. DOT Federal Highway Administration Charlottesville Va.

4. Hourdakis J. and Michalopoulos P. G. (2003). “A practical procedure for calibrating microscopic traffic simulation models.” Proc. 82nd Transportation Research Board 2003 Annual Meeting Washington D.C.

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