THE TWO-CAPACITY PHENOMENON: SOME THEORETICAL ISSUES
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[1] M J Lighthill,et al. On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[2] E. Montroll,et al. Traffic Dynamics: Studies in Car Following , 1958 .
[3] R S Foote,et al. TRAFFIC FLOW IN TUNNELS , 1958 .
[4] Robert Herman,et al. Traffic Dynamics: Analysis of Stability in Car Following , 1959 .
[5] D. Gazis,et al. Nonlinear Follow-the-Leader Models of Traffic Flow , 1961 .
[6] G. F. Newell. Nonlinear Effects in the Dynamics of Car Following , 1961 .
[7] L. C. Edie. Car-Following and Steady-State Theory for Noncongested Traffic , 1961 .
[8] Joseph L. Schofer,et al. A STATISTICAL ANALYSIS OF SPEED-DENSITY HYPOTHESES , 1965 .
[9] Sten Bexelius,et al. An extended model for car-following , 1968 .
[10] T. W. Forbes,et al. Driver-and-Vehiele Response in Freeway Deceleration Waves , 1968 .
[11] H. Mika,et al. DUAL MODE BEHAVIOR OF FREEWAY TRAFFIC , 1969 .
[12] R. Rothery,et al. The Spectral Analysis of Speed Fluctuations on a Freeway , 1970 .
[13] G. F. Newell,et al. Three-Dimensional Representation of Traffic Flow , 1971 .
[14] Agr Bullen,et al. MULTIPLE RAMP CONTROL FOR A FREEWAY BOTTLENECK , 1973 .
[15] Paul Wasielewski,et al. An Integral Equation for the Semi-Poisson Headway Distribution Model , 1974 .
[16] J Treiterer,et al. THE HYSTERESIS PHENOMENON IN TRAFFIC FLOW , 1974 .
[17] V F Hurdle,et al. SPEEDS AND FLOWS ON AN URBAN FREEWAY: SOME MEASUREMENTS AND A HYPOTHESIS , 1983 .
[18] R D Kuehne,et al. MACROSCOPIC FREEWAY MODEL FOR DENSE TRAFFIC - STOP-START WAVES AND INCIDENT DETECTION , 1984 .
[19] E Hauer,et al. A TRAFFIC FLOW MODEL WITH TIME DEPENDENT O-D PATTERNS , 1984 .
[20] 黒田 孝次,et al. Highway Capacity Manual改訂の動向--テイラ-教授の講演より , 1984 .
[21] Howard J Payne,et al. DISCONTINUITY IN EQUILIBRIUM FREEWAY TRAFFIC FLOW , 1984 .
[22] Brian L Allen,et al. Empirical analysis of freeway flow-density relationships , 1986 .
[23] J H Banks. EVALUATION OF THE TWO-CAPACITY PHENOMENON AS A BASIS FOR RAMP METERING. FINAL REPORT , 1990 .
[24] Javrns,et al. Flow Processes at a Freeway Bottleneck , 2022 .