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Evaluation of staggered and cross intersectionsMAHALEL, D; CRAUS, J; POLUS, A et al.Journal of transportation engineering. 1986, Vol 112, Num 5, pp 495-506, issn 0733-947XArticle

Vergleich verschiedener mikroskopischer Steuerungsverfahren zur verkehrsabhängigen Signalsteuerung. II: Felduntersuchungen (F.A. 3.100 G 78 D) = Comparaison de différentes méthodes de commande microscopique pour commande de signalisation dépendant de la circulation. 2ème phase = Comparison of different microscopic control methods on traffic actuated signal controlHEUSCH, H; BOESEFELDT, J; BIELEFELDT, C et al.Forschung Strassenbau und Strassenverkehrstechnik. 1983, Num 387, pp 69-150, issn 0344-0788Article

VERKEHRSABLAUF IN VERFLECHTUNGSBEREICHEN MIT STARKEN RANDSTROEMEN ZWISCHEN EINFAHR- UND AUSFAHRRAMPEN PLANFREIER KNOTENPUNKTE = ECOULEMENT DE LA CIRCULATION DANS DES ZONES D'ENTRECROISEMENT A FORTS COURANTS DE CIRCULATION MARGINAUX ENTRE RAMPES D'ENTREE ET DE SORTIE DE CARREFOURS INDEPENDANT DU PLANSCHNUELL R; MAURMAIER D; SCHREYER U et al.1983; FORSCHUNG STRASSENBAU UND STRASSENVERKEHRSTECHNIK; ISSN 0344-0788; DEU; DA. 1983; NO 383; PP. 39-87; ABS. ENG/FRE; BIBL. 9 REF.Article

POLICE EFFECTS ON ACCIDENT RISK AT T-JUNCTIONS.COOPER DF; MCDOWELL MRC.1977; TRAFF. ENGNG CONTROL; G.B.; DA. 1977; VOL. 18; NO 10; PP. 486-491 (3P.); BIBL. 11 REF.Article

GRENZ- UND FOLGEZEITLUECKEN ALS GRUNDLAGE FUER DIE BERECHNUNG DER LEISTUNGSFAEHIGKEIT VON LANDSTRASSEN. = INTERVALLES LIMITES ET INTERVALLES SEQUENTIELS COMME BASE DE CALCUL DE LA CAPACITE D'ECOULEMENT DES JONCTIONS DE ROUTES SECONDAIRESHARDERS J; STOLZ M.1976; FORSCH. STRASSENBAU STRASSENVERK.-TECH.; DTSCH.; DA. 1976; NO 216; PP. 1-96; ABS. ANGL. FR.Serial Issue

QUIMPER: CARREFOUR GIRATOIRE A ANNEAU PRIORITAIRELE COZ J.1982; T.E.C. (PARIS); ISSN 0397-6513; FRA; DA. 1982; NO 50; PP. 17-20Article

TRAFFIC JUNCTION SIGNAL ASPECT FAULTSLLOYD GH.1980; TRAFFIC ENG. CONTROL; ISSN 0041-0683; GBR; DA. 1980; VOL. 21; NO 8-9; PP. 438-439Article

TRAFFIC STUDIES AT T-JUNCTIONS. I. THE EFFECT OF APPROACH SPEED ON MERGING GAP ACCEPTANCE.COOPER DF; SMITH W; BROADIE V et al.1976; TRAFF. ENGNG CONTROL; G.B.; DA. 1976; VOL. 17; NO 6; PP. 256-257; ABS. FR. ALLEM.; BIBL. 4 REF.Article

M1 reconstruction at Junction 8 = Reconstruction de l'autoroute M1 au carrefour no 8HUMPHREYS, A. H.Highways and transportation. 1985, Vol 32, Num 8, pp 31-34, issn 0265-6868Article

The Application of Pedestrian signals at Traffic-Signalized Intersections = L'application de signaux pour piétons aux intersections munies de feux tricoloresROBERTSON, H. D.Public roads. 1984, Vol 48, Num 3, pp 81-87, issn 0033-3735Article

Method for grading design of highwaysTAIGANIDIS, J; KANELLAIDIS, G.Journal of transportation engineering. 1991, Vol 117, Num 6, pp 706-712, issn 0733-947XArticle

Signalized intersections with variable flow rates. I: Analysis and simulationROSSI, T. F; CEDER, A.Journal of advanced transportation. 1988, Vol 22, Num 2, pp 154-168, issn 0197-6729Article

The economics of tolled road crossingsSHARP, C; BUTTON, K; DEADMAN, D et al.Journal of transport economics and policy. 1986, Vol 20, Num 2, pp 255-274, issn 0022-5258Article

ANSAETZE ZUR BERUECKSICHTIGUNG UM FELDORIENTIERTER KRITERIEN IN DEN ENTWURFSRICHTLINIEN FUER KNOTENPUNKTE = EVALUATION DE CRITERES DU CHAMP ENVIRONNANT A PRENDRE EN CONSIDERATION DANS LES DIRECTIVES DE PROJET DE CARREFOURSSCHNUELL R; HALLER W.1981; FORSCH. STRASSENB. STRASSENVERKEHRSTECH.; ISSN 0344-0788; DEU; DA. 1981; NO 328; PP. 49-92; ABS. ENG/FRE; BIBL. 38 REF.Article

LABOUR-SAVING METHODS FOR COUNTING TRAFFIC MOVEMENTS AT THREE- AND FOUR-ARM FUNCTIONSMARSHALL ML.1979; TRAFF. ENGNG CONTROL; GBR; DA. 1979; VOL. 20; NO 4; PP. 159-162Article

THE EFFECTS OF GAG ACCEPTANCE CRITERIA ON MARGING DELAY AND CAPACITY AT AN UNCONTROLLED JUNCTIONBLUMENFELD DE; WEISS GH.1979; TRAFF. ENGNG CONTROL; GBR; DA. 1979; VOL. 20; NO 1; PP. 16-20; BIBL. 14 REF.Article

THE ESTIMATION OF TURNING FLOWS ON A JUNCTIONVAN ZUYLEN HJ.1979; TRAFF. ENGNG CONTROL; GBR; DA. 1979; VOL. 20; NO 11; PP. 539-541; BIBL. 8 REF.Article

ROUNDABOUTS. EVOLUTION, REVOLUTION AND THE FUTURELAURENCE CJD.1980; HIGHWAY ENGR; GBR; DA. 1980; VOL. 27; NO 5; PP. 2-10; BIBL. 46 REF.Article

AN ALGORITHM FOR REAL-TIME CONTROL OF CRITICAL INTERSECTIONSMICHALOPOULOS PC; STEPHANOPOULOS G.1979; TRAFF. ENGNG CONTROL; GBR; DA. 1979; VOL. 20; NO 1; PP. 9-15; BIBL. 9 REF.Article

SINGLE-LEVEL INTERCHANGES, OR SPLITTING A SIGNALISED INTERSECTIONHAKKERT AS; BEN YAKOV Y.1978; TRAFF. ENGNG CONTROL; GBR; DA. 1978; VOL. 19; NO 8-9; PP. 383-386; BIBL. 12 REF.Article

IN SEARCH OF A NEW CAPACITY FORMULA FOR CONVENTIONAL ROUNDABOUTS.PHILBRICK MJ.1977; TRANSP. ROAD RES. LAB., REP. LR; G.B.; DA. 1977; NO 713; PP. 1-30; H.T. 3; BIBL. 8 REF.Serial Issue

SOME ASPECTS OF PEDESTRIAN SAFETY AT SIGNALISED INTERSECTIONSHAKKERT AS; BEN YAKOV Y; ARBIT S et al.1982; IEE CONF. PUBL.; ISSN 0537-9989; GBR; DA. 1982; NO 207; PP. 21-24; BIBL. 9 REF.Conference Paper

LE NOUVEAU TYPE D'HELICE TVF EST-IL INTERESSANT POUR LES NAVIRES DE PECHE.FOUSSAT P.1982; PECHE MARIT.; ISSN 0031-3726; FRA; DA. 1982; VOL. 61; NO 1246; PP. 40Article

ELDERLY PEDESTRIANS: ASSESSMENTS OF THE RELATIVE VALUE OF INSTRUCTION ON ALTERNATIVE SAFETY TOPICSSHEPPARD D; VALENTINE SD.1980; TRRL SUPPL. REP.; ISSN 0305-1315; GBR; DA. 1980; NO 601; 13 P.; BIBL. 8 REF.Serial Issue

A ROAD TRAFFIC SIMULATOR EMPLOYING MICROPROCESSORSHARTLEY MG; BEVILACQUA G.1979; TRAFF. ENGNG CONTROL; GBR; DA. 1979; VOL. 20; NO 4; PP. 172-176; BIBL. 6 REF.Article

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