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Proper Presentation of Flow-Speed-Density Plots of Large Data SetsBAR-GERA, Hillel.Journal of transportation engineering. 2010, Vol 136, Num 7, pp 689-690, issn 0733-947X, 2 p.Article

Metastable congested states in multisegment traffic cellular automatonNISHIMURA, Yutaka; CHEON, Taksu; SEBA, Petr et al.Journal of the Physical Society of Japan. 2006, Vol 75, Num 1, issn 0031-9015, 014801.1-014801.5Article

In traffic flow, cellular automata = kinematic wavesDAGANZO, Carlos F.Transportation research. Part B : methodological. 2006, Vol 40, Num 5, pp 396-403, issn 0191-2615, 8 p.Article

Traffic flow with unobservant driversHERTY, M; SCHLEPER, V.Zeitschrift für angewandte Mathematik und Mechanik. 2011, Vol 91, Num 10, pp 763-776, issn 0044-2267, 14 p.Article

Intermittent unstable structures induced by incessant constant disturbances in the full velocity difference car-following modelRUI JIANG; WU, Qing-Somg; BIN JIA et al.Physica. D. 2008, Vol 237, Num 4, pp 467-474, issn 0167-2789, 8 p.Article

Fuzzy group model of traffic flow in street networksKACZMAREK, Mariusz.Transportation research. Part C, Emerging technologies. 2005, Vol 13, Num 2, pp 93-105, issn 0968-090X, 13 p.Conference Paper

Asymptotic limits of a discrete Kinetic Theory model of vehicular trafficBELLOUQUID, Abdelghani; DELITALA, Marcello.Applied mathematics letters. 2011, Vol 24, Num 5, pp 672-678, issn 0893-9659, 7 p.Article

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Maximum entropy approach in a traffic streamKAKALI KARMAKAR SUR; SANAT KUMAR MAJUMDER.Applied mathematics and computation. 2008, Vol 195, Num 1, pp 61-65, issn 0096-3003, 5 p.Article

Footways used by cyclists and pedestriansHARLAND, D. G; JACOBY, R. G; PICKERING, D et al.Traffic engineering & control. 1986, Vol 27, Num 5, pp 283-287, issn 0041-0683Article

Deriving the constancy of traffic flow composition from vehicle registration dataBONSALL, P; MONTGOMERY, F; JONES, C et al.Traffic engineering & control. 1984, Vol 25, Num 7-8, pp 386-391, issn 0041-0683Article

Parking: turnover capacities of car parksELLSON, P. B.Supplementary report - Transport and Road Research Laboratory. 1984, Num 1126, issn 0305-1315, 98 p.Serial Issue

Development and applications of traffic simulation models at the Karlsruhe Institut für VerkehrswesenLEUTZBACH, W; WIEDEMANN, R.Traffic engineering & control. 1986, Vol 27, Num 5, pp 270-278, issn 0041-0683Article

Motorways and urban networksKLIJNHOUT, J. J.Traffic engineering & control. 1985, Vol 26, Num 4, pp 205-209, issn 0041-0683Article

Traffic genration of industrial estatesFRANCOMBE, C; LE FLOHIC, S. F.Traffic engineering & control. 1985, Vol 26, Num 7-8, pp 384-386, issn 0041-0683Article

ARCADY 2 and PICADY 2: enhanced versions of TRRL programs for use in junction designSEMMENS, M. C; TAYLOR, M. E.Traffic engineering & control. 1985, Vol 26, Num 5, pp 271-272, issn 0041-0683Article

The analysis of partial registration-plate dataMAHER, M. J.Traffic engineering & control. 1985, Vol 26, Num 10, pp 495-497, issn 0041-0683Article

Traffic flow, capacity, and measurementsTransportation research record. 1983, Num 905, issn 0361-1981, VIII-174 pSerial Issue

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A theory of traffic congestion at heavy bottlenecksKERNER, Boris S.Journal of physics. A, Mathematical and theoretical (Print). 2008, Vol 41, Num 21, issn 1751-8113, 215101.1-215101.42Article

Analysis of traffic flow benefits of flyover installations at saturated intersectionsHAEFNER, L. E.Civil engineering for practicing and design engineers. 1985, Vol 4, Num 7, pp 583-590, issn 0277-3775Article

Vehicle flow characteristics on acceleration lanesPOLUS, A; LIVNEH, M; FACTOR, J et al.Journal of transportation engineering. 1985, Vol 111, Num 6, pp 595-606, issn 0733-947XArticle

Two alternative definitions of traffic equilibriumSMITH, M. J.Transportation research. Part B : methodological. 1984, Vol 18, Num 1, pp 63-65, issn 0191-2615Article

Integrated modelling of freeway flow and application to microcomputersMICHALOPOULOS, P. G.Traffic engineering & control. 1986, Vol 27, Num 4, pp 198-204, issn 0041-0683Article