Comparison of Optimal Signal Plans by Synchro & TRANSYT-7F Using PARAMICS - A Case Study
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[1] S. Emerson,et al. AASHTO (American Association of State Highway and Transportation Officials). 2001. A Policy on Geometric Design of Highways and Streets. Fourth Edition. Washington, D.C. , 2007 .
[2] Dong Nyong Kim. EVALUATION ON SIMULATION MODELS FOR URBAN CORRIDOR SIGNAL OPTIMIZATIONS , 2003 .
[3] V G Kovvali,et al. GUIDELINES FOR SELECTING SIGNAL TIMING SOFTWARE , 2002 .
[4] Shing Chung Josh Wong,et al. Applications of Advanced Technology in Transportation , 2006 .
[5] Nedal T. Ratrout,et al. Adequacy of TRANSYT-7F and Synchro models along a major arterial in Saudi Arabia , 2009 .
[6] Yunlong Zhang,et al. Comparison of PASSER, Synchro, and TRANSYT-7F for Arterial Signal Timing based on CORSIM Simulation , 2006 .
[7] Imran Reza. Calibration and validation of PARAMICS microscopic simulation model for local traffic condition in Saudi Arabia , 2013 .
[8] Jamilah Mohamad,et al. Proceedings of the Eastern Asia Society for Transportation Studies , 2009 .
[9] Xiao Kuan Yang,et al. Comparison among computer packages in providing timing plans for Iowa arterial in Lawrence, Kansas , 2001 .
[10] F. Webster. TRAFFIC SIGNAL SETTINGS , 1958 .