Проектирование регулируемых пересечений. Левашев А.Г - 182 стр.

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181
41. Шелков Ю.Д. Шештокас В.В. Методический подход к оценке
работоспособности городской улично-дорожной сети. – Труды / ВНИИ БД
МВД СССР. М. 1979, вып. 4, с.20 – 23.
42. Ahn Manfred. Veraenderung der Leistungsfaehigkeit staedtischer
Hauptverkehrsstrassen ueber die Tageszeit. // Shriftenreihe, Lerstuhl fuer
Verkerswesen Ruhr-Universitaet Bochum, HEFT 4, 1987, 143 p.
43. Akcelik R. Lane utilization and saturation flows. – Traffic. Eng. And Contr.,
1980, v. 21, N 10, p. 482 – 484.
44. Akçelik R. Time-Dependent Expressions for Delay Stop Rate and Queue
Length at Traffic Signals. // Australian Road Research Board, Internal Report, AIR
67-1., 1980
45. Akcelik R. Traffic signals: capacity and timing analysis. // Australian Road
Research Board Research Report, ARR, 1981,No.123. - 109p.
46. Akcelik R. The Highway Capacity Manual Delay Formula for Signalized
Intersections // ITE Journal, 1988, v 58, N3, p. 23 – 27.
47. Allsop R.E. Delay-minimizing settings for fixed-time traffic signals at a
single road junction. J. Inst. Maths. Applics., 1971, v8, N2, p. 164 – 185.
48. Baerwald I.E. Transportation and traffic engineering handbook. - Prentice
Hall, Englewood Cliffs, New Jersey, 1976, 1080 p.
49.
Bang K.L. Optimal control of isolated traffic signals. – Traffic Eng. Contr.,
1976, v.17, N 7, p. 288 – 292.
50. Banks James H. Introduction to Transportation Engineering.// WCB
McGraw-Hill, 1998, 388 p.
51. Beckmann, M. J., C.B. McGuire, and C.B. Winsten. Studies in the Economics
in Transportation. New Haven, Yale University Press., 1956
52. Brannolte Ulrich. Highway Capacity And Level Of Service. Proceeding of
the international symposium on highway capacity, Karlsrue, 24-27 July, 1991. //
A.A.Balkema, Rotterdam, 1991, 493 p.
53. Branston D. A comparison of observerd and estimated queue lengths at
oversaturated traffic signals. // Traffic Eng. and Contr., 1978, v19, N7,p. 322 – 327.
54. Branston D. Some factors affecting the capacity of signalized intersection. –
Traffic Eng. and Contr., 1979, v20, N8-9, p. 390 – 396.
55. Branston D., Van Zulien H.J. The estimation of saturation flow, effective
green time and passenger car equivalents at traffic signals by multiple liner
regression. Transp. Res., 1987, v 12, p. 47 – 53.
56. Briggs T. Time headways on crossing the stop-line after queuing at traffic
lights. // Traffic Eng. and Contr., 1977, v18, N5,p. 264 – 265. 
                                         181
   41. Шелков Ю.Д. Шештокас В.В. Методический подход к оценке
работоспособности городской улично-дорожной сети. – Труды / ВНИИ БД
МВД СССР. М. 1979, вып. 4, с.20 – 23.
   42. Ahn Manfred. Veraenderung der Leistungsfaehigkeit staedtischer
Hauptverkehrsstrassen ueber die Tageszeit. // Shriftenreihe, Lerstuhl fuer
Verkerswesen Ruhr-Universitaet Bochum, HEFT 4, 1987, 143 p.
   43. Akcelik R. Lane utilization and saturation flows. – Traffic. Eng. And Contr.,
1980, v. 21, N 10, p. 482 – 484.
   44. Akçelik R. Time-Dependent Expressions for Delay Stop Rate and Queue
Length at Traffic Signals. // Australian Road Research Board, Internal Report, AIR
67-1., 1980
   45. Akcelik R. Traffic signals: capacity and timing analysis. // Australian Road
Research Board Research Report, ARR, 1981,No.123. - 109p.
   46. Akcelik R. The Highway Capacity Manual Delay Formula for Signalized
Intersections // ITE Journal, 1988, v 58, N3, p. 23 – 27.
   47. Allsop R.E. Delay-minimizing settings for fixed-time traffic signals at a
single road junction. J. Inst. Maths. Applics., 1971, v8, N2, p. 164 – 185.
   48. Baerwald I.E. Transportation and traffic engineering handbook. - Prentice
Hall, Englewood Cliffs, New Jersey, 1976, 1080 p.
   49. Bang K.L. Optimal control of isolated traffic signals. – Traffic Eng. Contr.,
1976, v.17, N 7, p. 288 – 292.
   50. Banks James H. Introduction to Transportation Engineering.// WCB
McGraw-Hill, 1998, 388 p.
   51. Beckmann, M. J., C.B. McGuire, and C.B. Winsten. Studies in the Economics
in Transportation. New Haven, Yale University Press., 1956
   52. Brannolte Ulrich. Highway Capacity And Level Of Service. Proceeding of
the international symposium on highway capacity, Karlsrue, 24-27 July, 1991. //
A.A.Balkema, Rotterdam, 1991, 493 p.
   53. Branston D. A comparison of observerd and estimated queue lengths at
oversaturated traffic signals. // Traffic Eng. and Contr., 1978, v19, N7,p. 322 – 327.
   54. Branston D. Some factors affecting the capacity of signalized intersection. –
Traffic Eng. and Contr., 1979, v20, N8-9, p. 390 – 396.
   55. Branston D., Van Zulien H.J. The estimation of saturation flow, effective
green time and passenger car equivalents at traffic signals by multiple liner
regression. Transp. Res., 1987, v 12, p. 47 – 53.
   56. Briggs T. Time headways on crossing the stop-line after queuing at traffic
lights. // Traffic Eng. and Contr., 1977, v18, N5,p. 264 – 265.

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