1 |
조준한(2002), 'TRANSYT-7F을 이용한 신호 현시구성기법과 신호 최적화 전략', 한양대학교, 석사논문
|
2 |
김영찬 . 이청원(1991), '신호교차로 지체모형', 대한교통학회지, 제9권 제2호, 대한교통학회, pp.27-40
과학기술학회마을
|
3 |
Webster F.V.(1958), 'Traffic signal setting', Road Research Technical Paper No.39, Her Majesty's stationery office, London
|
4 |
Webster F.V, Cobbe B.M.(1966), 'Traffic Signals', Technical Paper 56, Road Research Laboratory, London
|
5 |
Newell G.F.(1982), 'Applications of queueing theory, Chapman Hall, London
|
6 |
Hurdle V.F.(1964), 'Signalized intersection delay models-A primer for the uninitiated', Transportation Research Record No.971
|
7 |
Heidemann, D.(1994), 'Queue length and delay distributions at traffic signals', Transportation Research partB 28
DOI
ScienceOn
|
8 |
Traffic software integrated system, user's manual(1998), prepared by ITT systems and sciences, Inc, FHWA
|
9 |
Austroads(1993), Traffic signals, Guide to traffic engineering practice, part7, Association of Australian State Road and Transport Authorities, Sydney, Australia
|
10 |
Michalopoulos P.G, Stephanopoulos G.(1981), 'An application of shock wave theory to traffic signal control', Transportation Research partB 15
DOI
ScienceOn
|
11 |
Akcelik, R.(1988). 'The highway capacity manual delay formula for signalized intersections', ITE Journal 58
|
12 |
김진태(2003), '비보호 좌회전 지체도 추정모형의 개선', 대한교통학회지, 제21권 제2호, 대학교통학회, pp.107-118
과학기술학회마을
|
13 |
Highway Capacity Manual(2000), TRB, National Research Concil. Washington.D.C
|
14 |
Akcelik. R.(1981), 'Traffic signals : capacity and timing analysis', Research Report 123, Australian Road Research Board, Victoria, Australia
|
15 |
Allop, R.E.(1972), 'Delay at a fixed time traffic signal I :Theoretical analysis, Transportation Science, vol.6, pp.260-285
DOI
ScienceOn
|
16 |
하동익(1997), '신호교차로 지체체계 분석방법론 연구', 대한교통학회지, 제15권 제2호, 대한교통학회, pp.83-103
|
17 |
Hurdle V.F, Bongsoo Son.(2001), 'Shock wave and cumulative arrival and departure models:partners without conflict', Transportation research board 80th annual meeting
DOI
|
18 |
Panos D.P, Wang Y(1999), 'Simulation of a large freeway/arterial network with CORSIM, INTEGRATION and WATSim', TRB 78th Annual Meeting
DOI
|
19 |
Dion F, Rakha H, Kang Y.S.(2004), 'Comparison of delay estimates at under- saturated and over-saturated pre-timed signalized intersections'. Transportation Research partB 38
DOI
ScienceOn
|
20 |
Wallace C.E, Courage K.G, Hadi M.A. Gan A(1998), 'Methodology for optimization signal timing, volume 4 : TRANSYT-7F user guide', FHWA
|
21 |
McShane, W.R., Roess, R.P(1990), 'Traffic Engineering', Prentice Hall
|
22 |
Teply(1995), Canadian Capacity Guide for signalized intersection, second edtion. Institute of Transportation Engineers, District 7, Canada
|
23 |
Fambro D.B, Rouphail N.M.(1997), Generalized delay model for signalized intersections and arterial streets, Transportation Research Record No.1572
DOI
|
24 |
도로용량편람(2001), 대한교통학회
|
25 |
Miller.(1963) A.J, 'Setting of fixed-cycle traffic signals', Operations Research Quarterly 14, pp.373-386
DOI
|
26 |
Highway Capacity Manual(1994), TRB, National Research Concil, Washington,D.C
|
27 |
Traffic network study tool : TRANSYT-7F, united states version(2004), McTrans center
|
28 |
Newell G.F.(1965), 'Approximation methods for queues with application to the fixed-cycle traffic light', SIAM Review 7, pp.223-240
DOI
ScienceOn
|
29 |
Akcelik, R, Rouphail, N.M.(1993), 'Estimation of delays at traffic signals for variable demand conditions', Transportation Research B, vol.27B, No.2, pp.109-131
DOI
ScienceOn
|