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• [1] Transportation Research Board (TRB), “Highway capacity manual”, Washington, D.C., Transportation Research Board, National Research Council, 2010.
• [2] Bester, C. J, Meyers, W. L., “Saturation flow rates”. In Proceedings of the 26th Southern African Transport Conference (560-568), Pretoria, 2007.
• [3] Akova, M., Kavşak sinyalizasyon hesabında duruş, kalkış ve boşaltma koşullarının etkisi, hesap yöntemleri ve ülkemiz gerçeklerine uygun yöntem araştırılması. Doktora tezi, İstanbul: İstanbul Teknik Üniversitesi, 1979.
• [4] Murat, Y. Ş. “Sinyalize kavşaklarda bulanık mantık tekniği ile trafik uyumlu sinyal devre modeli”, İTÜ, Doktora tezi, 2001.
• [5] Nııttymaki, J, Pursula, M., “Saturation flows at signal-group-controlled traffic signals”, Transportation Research Record 1572, Paper No: 970233, 1996.
• [6] Lin, F. B., Tseng, P. Y., “Fallacies and implications of conventional saturation flow model of queue discharge behavior at signalized intersections”, Journal of the Eastern Asia Society for Transportation Studies, 6, pp. 1610-1623, 2005.
• [7] Lin, F. B. , Thomas, D. R., “Headway compression during queue discharge at signalized intersection”, Journal of the Transportation Research Board, 1920, pp. 81-85, 2005.
• [8] Joseph, J., Chang, G. L., “Saturation flow rates and maximum critical lane volumes for planning applications in Maryland”, Journal of Transportation Engineering, ASCE 131 (12),pp. 946-952, 2005.
• [9] Rahman, M. M., Ahmed, S. N., Hassan, T., “Comparison of saturation flow rate at signalized intersections in Yokohama and Dhaka”, Proceedings of the Eastern Asia Society for Transportation Studies, 5, pp. 959-966, 2005.
• [10] Çetin, M. Murat, Y. S. Doygun Akımın Belirlenmesinde Sürücü davranışlarına Bağlı Bir Matematik Model, İMO Teknik Dergi, 24 (2), 6399-6414, 2013.
• [11] Özdemir, M. “Benefits of Signal Optimization in Isolated Intersections”, Boğaziçi University, Institute for Graduate Studies in Science and Engineering, Master of Science Thesis, İstanbu, 2001.
• [12] Çalışkanelli S. P., Özuysal M, Figen C., Tanyel S,"Sinyalize Kavşaklardaki Başlangıç Tepki Süresinin İncelenmesi"10. Ulaştırma Kongresi, İzmir, 167-177, 2013.
• [13] Çalışkanelli, S.P.; Tanyel, S. Investigating The Driver Response Time at Signalized Intersections, Transport, (Kabul edilmiştir, basım aşamasındadır), 2016.
• [14] Tarko, A. P, , Tracz, M., “Uncertainty in saturation flow predictions”, Transportation Research Circular E-C018: 4th International Symposium on Highway Capacity, 310-321, 2000.
• [15] Greenshields, B. D., Schapiro, D., Ericksen, E. L., “Traffic performance at urban intersections”, Saugatuck, Conn., Eno Foundation for Highway Traffic Control, 1947.
• [16] Transportation Research Board (TRB)., “Highway Capacity Manual”, Washington, D.C. Transportation Research Board, National Research Council, 2000.
• [17] Akçelik, R., Besley, M., and Roper, R., UFundemantal relationships for traffic flows at signalized intersections. ARRB TransportationResearch Ltd.,Research Report ARR 340, 1999.
• [18] Bonneson, J.A., Study of Headway and Lost time at Single Point Urban Interchanges. Transportation Research Record 1365, TRB, National Research Council, Washington, DC., 1992.
• [19] McShane, W.R,. Roess R.P., Basic principles of intersection signalization, Traffic Engineering (2nd Edition), Prentice Hall, Inc. Chapter 16, 1998.
• [20] Leong, H.J.W.; Some Aspects of Urban Intersection Capacity, PIVC. 2nd Conf. Austmlian Road Res. Board, 2(l), 305-308, 1964.
• [21] Abu-Rahmeh, F.W., Saturation flow and lost time at traffic signals, Ph.D. Thesis Department of Civil and Structural Engineering, University of Sheffield, 1982. [22] Chang Chien, Saturation Flow at Signal Controlled intersection in Bangkok, MSc Thesis, Asian Institute of Technology, Bangkok, Thailand, 1978.
• [23] Ibrahim, W.H.W., Vien, L.L.; Sadullah, A.F.M., Determination of ideal saturation flow at signalised intersections under Malaysian road conditions, Malaysian University Transportation Forum, University of Malaya, Kuala Lumpur: 304–311, 2002.
• [24] Türk Standartları Enstitüsü, TS 6407 Şehir içi ulaşım hesaplamalarında, araç tiplerine göre kullanılacak oto birim katsayıları, Türk Standard, TS 6407, Ankara, 2013.
• [25] Kockelman, K. M.; Shabih, R.; Effect of Vehicle Type on the Capacity of signalized Intersections, The Case of Light Duty Trucks, Journal of Transportation Engineering, Vol. 126, No. 6, pp. 516-512, 2000.