1 김원규, "충격파를 이용한 신호교차로 지체산정 모형 개발 (비포화 2차로 신호교차로 상에서의 버스혼합교통류 지체산정모형)" 대한교통학회 28 (28): 75-84, 2010
2 한여희, "지체시간과 연동성을 동시에 고려하는 신호교차로 시뮬레이션 모형의 개발" 한국ITS학회 11 (11): 15-22, 2012
3 Webster F. V., "Traffic Signal Settings, Department of Scientific and Industrial Research" Her Majesty’s Stationary Office 1958
4 Akcelik R., "The Highway Capacity Manual Delay Formula for Signalized Intersections" 58 : 1988
5 Lebacque J. P., "The Godunov Scheme and What It Means for First-order Traffic Flow Models" Elsevier 647-677, 1996
6 Daganzo C. F., "The Cell Transmission Model II : Network traffic" 29 (29): 79-93, 1995
7 Richards P. I., "Shock waves on the highway" 4 (4): 42-51, 1956
8 Lighthill M. J., "I. Flow Movement in Long Rivers. II. A Theory of Traffic Flow on Long Crowded Roads" 229 : 281-345, 1955
9 Fambro D. B., "Generalized Delay Model for Signalized Intersections and Arterial Streets" 1572 : 1997
10 Edie L. C., "Discussion of Traffic Stream Measurements and Definitions" OECD 13 : 139-154, 1965
1 김원규, "충격파를 이용한 신호교차로 지체산정 모형 개발 (비포화 2차로 신호교차로 상에서의 버스혼합교통류 지체산정모형)" 대한교통학회 28 (28): 75-84, 2010
2 한여희, "지체시간과 연동성을 동시에 고려하는 신호교차로 시뮬레이션 모형의 개발" 한국ITS학회 11 (11): 15-22, 2012
3 Webster F. V., "Traffic Signal Settings, Department of Scientific and Industrial Research" Her Majesty’s Stationary Office 1958
4 Akcelik R., "The Highway Capacity Manual Delay Formula for Signalized Intersections" 58 : 1988
5 Lebacque J. P., "The Godunov Scheme and What It Means for First-order Traffic Flow Models" Elsevier 647-677, 1996
6 Daganzo C. F., "The Cell Transmission Model II : Network traffic" 29 (29): 79-93, 1995
7 Richards P. I., "Shock waves on the highway" 4 (4): 42-51, 1956
8 Lighthill M. J., "I. Flow Movement in Long Rivers. II. A Theory of Traffic Flow on Long Crowded Roads" 229 : 281-345, 1955
9 Fambro D. B., "Generalized Delay Model for Signalized Intersections and Arterial Streets" 1572 : 1997
10 Edie L. C., "Discussion of Traffic Stream Measurements and Definitions" OECD 13 : 139-154, 1965
11 Dion F., "Comparison of Delay Estimates at Under-saturated and Over-saturated Pre-timed Signalized Intersections" 38 : 2004
12 Newell G. F., "A Simplified Theory of Kinematic Waves in Highway Traffic, Part I. General Theory" 27B (27B): 281-287, 1993
13 Daganzo C. F., "A Finite Difference Approximation of the Kinematic Wave Model of Traffic Flow" University of California 1994