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184
92. Morris R. W. T. and P. G. Pak-Boy. Intersection Control by Vehicle Actuated
Signals. // Traffic Engineering and Control, No.10, 1967, pp. 288-293.
93. Newell G. F. Queues for a Fixed-Cycle Traffic Light. // The Annuals of
Mathematical Statistics, Vol.31, No.3, 1960,pp. 589-597.
94. Newell G. F. Approximation Methods for Queues with Application to the
Fixed-Cycle Traffic Light. // SIAM Review. – 1965. – Vol.7.
95. Newell G.F. Properties of vehicle-actuated signals. 1. One-way street. –
Transportation Sci., 1969, v. 3. N 1, p. 30 – 52.
96. Newell G. F. and E. E. Osuna. Properties of Vehicle - Actuated Signals: II.
Two-Way Streets. // Transportation Science, 3, 1969, pp. 99-125.
97. Newell G. F. Theory of Highway Traffic Signals. // UCB-ITS-CN-89-1,
Institute of Transportation Studies, University of California. – 1989
98. Newell G. F. Stochastic Delays on Signalized Arterial Highways. //
Transportation and Traffic Theory, Elsevier Science Publishing Co.,Inc., M. Koshi,
Ed., 1990, pp. 589-598.
99. Newell G.F. Theory of Highway Traffic Flow // Institute of Transportation
Studies, University of California, Berkeley, 1990, 301 p.
100. Ning Wu. Optiemirung von Signalzeitplaenen nach dem
Gleichgewichtsprinzip. // Shriftenreihe, Lerstuhl fuer Verkerswesen Ruhr-
Universitaet Bochum, HEFT 19, 1999, 241 p.
101. Ning Wu. Wartezeit und Leistungsfaehugkeit von Lichtsignalanlagen unter
Beruecksichtigung von Instationaritaet und Teilgebundenheit des Verkehrs. //
Shriftenreihe, Lerstuhl fuer Verkerswesen Ruhr-Universitaet Bochum, HEFT 8,
1990, 269 p.
102. Nip K.F. A comparative study of traffic control schemes at isolated
intersections. – Traffic Eng. And Contr., 1975, v. 18, N 6 , p. 264 – 268.
103. Ohno K. Computational Algorithm for a Fixed Cycle Traffic Signal and New
Approximate Expressions for Average Delay. // Transportation Science, 12(1), 1978,
pp. 29-47.
104. Olszewski P. S. Efficiency of Arterial Signal Coordination. // Proceedings
14th ARRB Conference, 14(2), 1988, pp. 249-257.
105. Olszewski P. Modeling of Queue Probability Distribution at Traffic Signals.
// Transportation and Traffic Flow Theory, Elsevier Science Publishing Co., Inc., M.
Koshi, Ed., 1990, pp. 569-588.
106. Olszewski P. Traffic Signal Delay Model for Non-Uniform Arrivals. //
Transportation Research Record, 1287, 1990, pp. 42-53.
107. Pline James L. Traffic Engineering handbook // Institute of Transportation
Engineers, Prentice Hall, Englewood Cliffs, New Jersey, 1992, 481 p.
184 92. Morris R. W. T. and P. G. Pak-Boy. Intersection Control by Vehicle Actuated Signals. // Traffic Engineering and Control, No.10, 1967, pp. 288-293. 93. Newell G. F. Queues for a Fixed-Cycle Traffic Light. // The Annuals of Mathematical Statistics, Vol.31, No.3, 1960,pp. 589-597. 94. Newell G. F. Approximation Methods for Queues with Application to the Fixed-Cycle Traffic Light. // SIAM Review. – 1965. – Vol.7. 95. Newell G.F. Properties of vehicle-actuated signals. 1. One-way street. – Transportation Sci., 1969, v. 3. N 1, p. 30 – 52. 96. Newell G. F. and E. E. Osuna. Properties of Vehicle - Actuated Signals: II. Two-Way Streets. // Transportation Science, 3, 1969, pp. 99-125. 97. Newell G. F. Theory of Highway Traffic Signals. // UCB-ITS-CN-89-1, Institute of Transportation Studies, University of California. – 1989 98. Newell G. F. Stochastic Delays on Signalized Arterial Highways. // Transportation and Traffic Theory, Elsevier Science Publishing Co.,Inc., M. Koshi, Ed., 1990, pp. 589-598. 99. Newell G.F. Theory of Highway Traffic Flow // Institute of Transportation Studies, University of California, Berkeley, 1990, 301 p. 100. Ning Wu. Optiemirung von Signalzeitplaenen nach dem Gleichgewichtsprinzip. // Shriftenreihe, Lerstuhl fuer Verkerswesen Ruhr- Universitaet Bochum, HEFT 19, 1999, 241 p. 101. Ning Wu. Wartezeit und Leistungsfaehugkeit von Lichtsignalanlagen unter Beruecksichtigung von Instationaritaet und Teilgebundenheit des Verkehrs. // Shriftenreihe, Lerstuhl fuer Verkerswesen Ruhr-Universitaet Bochum, HEFT 8, 1990, 269 p. 102. Nip K.F. A comparative study of traffic control schemes at isolated intersections. – Traffic Eng. And Contr., 1975, v. 18, N 6 , p. 264 – 268. 103. Ohno K. Computational Algorithm for a Fixed Cycle Traffic Signal and New Approximate Expressions for Average Delay. // Transportation Science, 12(1), 1978, pp. 29-47. 104. Olszewski P. S. Efficiency of Arterial Signal Coordination. // Proceedings 14th ARRB Conference, 14(2), 1988, pp. 249-257. 105. Olszewski P. Modeling of Queue Probability Distribution at Traffic Signals. // Transportation and Traffic Flow Theory, Elsevier Science Publishing Co., Inc., M. Koshi, Ed., 1990, pp. 569-588. 106. Olszewski P. Traffic Signal Delay Model for Non-Uniform Arrivals. // Transportation Research Record, 1287, 1990, pp. 42-53. 107. Pline James L. Traffic Engineering handbook // Institute of Transportation Engineers, Prentice Hall, Englewood Cliffs, New Jersey, 1992, 481 p.
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