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., 1965.Traffic stream measurements and definitions.Proc.Sec.Internat.Symposium on the Theory of Traffic Flow, London, Paris: OECD.Jones, T.R.and Potts, R.B., 1962.The measurement of acceleration noise a trafficparameter.Operations Research, 10, 745-763.Helly, W.and Baker, P.G., 1965.Acceleration noise in a congested signalizedenvironment.Proc.Third Internat.Symposium on the Theory of Traffic Flow, NewYork, 111-123.Lighthill, M.J.and Whitham, G.B., 1955.On kinematics waves II.A theory of longcrowded roads.Proc.Roy.Soc.A, 229, 317-345.Wardrop, J.G., 1952.Some theoretical aspects of road traffic research.Road Paper 36,Proc.Instn.Civ.Engnrs.Pt.2, 1, 325-378.TPR12-286 12.Stochastyczne podejÅ›cie do problemów opóznienia statycznegoRozdziaÅ‚ 8Carslaw, H.S.and Jaeger, J.C., 1941.Operational Methods in Applied Mathematics.London: O.U.P.Edie, L.C., 1961.Car-following and steady-state theory for noncongested traffic.Operations Research, 9, 66-75.Herman, R., Montroll, E.W., Potts, R.R.and Rothery, R.W., 1959.Traffic dynamics:analysis of stability in car-following.Operations Research, 7, 86-106.Kometani, E.and Sasaki, T., 1958.On the stability of traffic flow.Amsterdam, Elsevier.Kometani, E.and Sasaki, T., 1961.Dynamic behaviour of traffic with a non-linearspacing speed relationship.Theory of Traffic Flow, Amasterdam, Elsevier.Lighthill, M.J.and Whitham, G.B., 1955.On kinematics waves II.A theory of longcrowded roads.Proc.Roy.Soc.A, 229, 317-345.Newell, G.F., 1962a.Non-linear effects in the dynamics of car-following.Operations Research, 9, 209-229.Newell, G.F., 1962b.Theories of instability in dense highway traffic.J.Operations Research Japan, 5, 9-54.Newell, G.F., 1965.Theories of instability in dense highway traffic.Proc.Sec.Internat.Symposium on the Theory of Traffic Flow, London,Paris: OECD.Sasaki, T., 1959.On the stability of traffic flow II.J.Operations Research Japan 2, 60-79.RozdziaÅ‚ 9Anderson, R., Herman, R.and Prigogine, I.1962.On the statistical distribution functiontheory of traffic flow.Operations Research, 10, 180-196.Franklin, R.E., 1962.The propagation of disturbances in a single lane of traffic.Civ.Eng.Rev., 57, 344-346, 487-489.Lighthill, M.J.and Whitham, G.B., 1955.On kinematics waves II.A theory of longcrowded roads.Proc.Roy.Soc.A, 229, 317-345.Newell, G.F., 1962.Theories of instability in dense highway traffic.J.Operations Research Japan, 5, 9-54.Prigogine, I., Herman, R.and Anderson, R., 1965.Further developments in theBoltzman-like theory of traffic flow.Proc.Sec.Internat.Symposium on theTheory of Traffic Flow, London, Paris: OECD.RozdziaÅ‚ 10Greenberg, G.H., 1959.An analysis of traffic flow.Operations Research, 7, 79-85.Greenshields, B.D., 1935.A study of traffic capacityHight, F.A., 1958.Towards a unified theory for road traffic.Operations Research, 6, 813-826RozdziaÅ‚ 11Beckman, M., MCGUIRE, C.B.and Winsten, C.B., 1956.Studies in the Economics ofTransportation.New York, Yale University Press.Buchman, C., 1963.Traffic in Towns.London, H.M.Stationery Office.Charlesworth, G.and Webster, R.V., 1958.Some factors affecting the capacity ofintersections controlled by traffic signals.4th Int.Study W k in Tr.Engng,Copenhagen, Denmark.London: World Touring and Automobile Organization.Haight, F.A., 1959.Overflow at traffic light.Biometrika, 46, 420-424.TPR12-287 12.Stochastyczne podejÅ›cie do problemów opóznienia statycznegoTanner, J.G., 1962.A theoretical analysis of delays at an uncontrolled intersections.Biometrka 49, 163-170.Uematu, T., 1958.On traffic control at an intersection.Controlled by the repeated fixed-cycle traffic light.Ann.Inst.Statist.Math.Tokyo, 9, 87-107.Webster, F.V.and Wardrop, J.G., 1962.Capacity of urban intersections.Traff.Engng & Control, 4, 396-401.RozdziaÅ‚ 12Borel, E., 1942.Sur l emploi du théoreme de Bernouilli pour faciliter le calcul d uninfinité de coefficient.Application au probléme de l attente a un guichet.Competes Rendus Acad.Sci.Paris 214, 452-456.Cox, D.R.and Smith, W.L., 1961.Queues.London, Methuen., New York, Wiley.Miller, A.J., 1961a.A queueing model of road traffic flow.J.R.Statist.Soc.B, 23 64-75.Miller, A.J., 1961b.Traffic flow treated as a stochastic process.Theory of Traffic Flow, Amsterdam, Elsevier.Miller, A.J., 1962.Road traffic flow considered as a stochastic process.Proc.Camb.Phil.Soc.58, 312-325.Rallis, T., 1965.The application of Erlang s theory to the calculation of road capacity.Proc.Third Internat.Symposium on the Theory of Traffic Flow, New York.Smeed, R.J.and Bennet, G.T., 1949.Research on road safety and traffic flow.Road Paper 29, Proc.Intn.Civ.Engnrs.Tanner, J.C., 1953.A problem of inteference between two queues.Biometrika, 40, 58-69.TPR12-288 13.Dwa modele potoku ruchu (teoriokolejkowe)13.DWA MODELE POTOKU RUCHU (TEORIOKOLEJKOWE)(wg Wocha,1998)13.1.Model HaightaIstnieje wiele prac z lat powojennych, w których wystÄ™pujÄ… próby modelowaniakolejek ruchowych za pomocÄ… narzÄ™dzi teorii kolejek.Jednak przeÅ‚omowe znaczenie miaÅ‚a tuksiążka Haighta (1963), na której oparto podstawowÄ… notacjÄ™.Notacja ta ewoluowaÅ‚a aż doterminologii artykuÅ‚u Heidemanna (1996), stanowiÄ…cego główny punkt odniesieniaproponowanego przez autora kolejkowego modelu potoku ruchu.Ostatni artykuÅ‚ Heidemannai Wegmanna (1997) stosuje poprawionÄ… wersjÄ™ notacji teoriokolejkowej w teorii potokówruchu
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