Проектирование регулируемых пересечений. Левашев А.Г - 186 стр.

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185
108. Powell T. The Transport System: Markets, Modes and Policies. // PTRC
Education and Research Services Ltd., 2001, 302 p.
109. Richtlinien fuer Lichtsignalanlagen. // Forshungsgeselshaft fuer Strassen- und
Verkehrswesen, 1992, 143 p.
110. Rikke Rysgaard. Proceeding of the Third International Symposium on
Highway Capacity, in 2 Volumes. // Road Directorate, Copenhagen, 1998, 1155p.
111. Robertson, H. Douglas. Manual of Transportation Engineering Studies //
Institute of Transportation Engineers, Prentice Hall, Englewood Cliffs, New Jersey,
1994, 514 p.
112. Roess R.P. Development of analysis procedures for signalized intersection in
1985 Highway Capacity Manual. // Transp. Res. Rec., 1987, N 1112, p. 10 – 16.
113. Shanteau R.M. Using cumulative curves to measure saturation flow and lost
time.// ITE Jornal, 1988, v15, N10, p. 27 – 31.
114. Shnabel W. Strassen-Verkehrstechnik. // Verlag fuer Bauwesen GmbH-
Berlin, 1997, 608 p.
115. Shnabel W. Verkehrsplanung. // Verlag fuer Bauwesen GmbH-Berlin, 1997,
432 p.
116. Sosin J.A. Delays at intersections controlled by fixed cycle traffic signals. //
Traffic Eng. and Contr., 1980, v21, N5,p. 264 – 265.
117. Special Report 209: Highway Capacity Manual. // TRB, Washington, DC,
1985. – 516 p.
118. Spicer B.R. Variation in vehicle conflicts at T- junctions and comparison with
recorded collisions. – TRRL Suppl. Rept. 1980, N 557, p. 90 – 106.
119. Stokes R.W. Comparison of saturation flow rates at signalized intersections. //
ITE Journal, 1988, v15, N11, p. 15 – 20.
120. Stokes R.W., Stover V.G., Messer C.J. Use and effectiveness of simple liner
regression to estimate saturation flow at signalized intersections.// Transp. Res. Rec.,
1986, N1091, p. 95 – 101.
121. Sutaria T.C., Haynes I.I. Relation of Signalized Intersection Level of Service
to Failure Rate and Average Individual delay. – Highway Res. Rec. N 321, 1970, p.
107-113.
122. Tarko A. Traffic Flow at Signalized Intersections // Traffic flow theory,
Chapter 9, 32 p. www.tfhrc.gov/its/tft/chap9.pdf
123. Tarko A.P. Uncertainty in saturation flow prediction. Proceedings of the
Fourth International Symposium on Highway Capacity, Maui, Hawaii, June 27 – July
1, 2000, pp. 310-321. http://gulliver.trb.org/publications/circulars/ec018/
ec018toc.pdf 
                                          185
   108. Powell T. The Transport System: Markets, Modes and Policies. // PTRC
Education and Research Services Ltd., 2001, 302 p.
   109. Richtlinien fuer Lichtsignalanlagen. // Forshungsgeselshaft fuer Strassen- und
Verkehrswesen, 1992, 143 p.
   110. Rikke Rysgaard. Proceeding of the Third International Symposium on
Highway Capacity, in 2 Volumes. // Road Directorate, Copenhagen, 1998, 1155p.
   111. Robertson, H. Douglas. Manual of Transportation Engineering Studies //
Institute of Transportation Engineers, Prentice Hall, Englewood Cliffs, New Jersey,
1994, 514 p.
   112. Roess R.P. Development of analysis procedures for signalized intersection in
1985 Highway Capacity Manual. // Transp. Res. Rec., 1987, N 1112, p. 10 – 16.
   113. Shanteau R.M. Using cumulative curves to measure saturation flow and lost
time.// ITE Jornal, 1988, v15, N10, p. 27 – 31.
   114. Shnabel W. Strassen-Verkehrstechnik. // Verlag fuer Bauwesen GmbH-
Berlin, 1997, 608 p.
   115. Shnabel W. Verkehrsplanung. // Verlag fuer Bauwesen GmbH-Berlin, 1997,
432 p.
   116. Sosin J.A. Delays at intersections controlled by fixed cycle traffic signals. //
Traffic Eng. and Contr., 1980, v21, N5,p. 264 – 265.
   117. Special Report 209: Highway Capacity Manual. // TRB, Washington, DC,
1985. – 516 p.
   118. Spicer B.R. Variation in vehicle conflicts at T- junctions and comparison with
recorded collisions. – TRRL Suppl. Rept. 1980, N 557, p. 90 – 106.
   119. Stokes R.W. Comparison of saturation flow rates at signalized intersections. //
ITE Journal, 1988, v15, N11, p. 15 – 20.
   120. Stokes R.W., Stover V.G., Messer C.J. Use and effectiveness of simple liner
regression to estimate saturation flow at signalized intersections.// Transp. Res. Rec.,
1986, N1091, p. 95 – 101.
   121. Sutaria T.C., Haynes I.I. Relation of Signalized Intersection Level of Service
to Failure Rate and Average Individual delay. – Highway Res. Rec. N 321, 1970, p.
107-113.
   122. Tarko A. Traffic Flow at Signalized Intersections // Traffic flow theory,
Chapter 9, 32 p. www.tfhrc.gov/its/tft/chap9.pdf
   123. Tarko A.P. Uncertainty in saturation flow prediction. Proceedings of the
Fourth International Symposium on Highway Capacity, Maui, Hawaii, June 27 – July
1,     2000,    pp.    310-321.     http://gulliver.trb.org/publications/circulars/ec018/
ec018toc.pdf

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