-
1
-
-
33750099629
-
"Traffic signals: Capacity and timing analysis"
-
4th reprint, Australian Road Research Board, Melbourne, Australia
-
Akçelik, R. (1989). "Traffic signals: Capacity and timing analysis." Research Rep. ARR No. 123, 4th reprint, Australian Road Research Board, Melbourne, Australia.
-
(1989)
Research Rep. ARR No. 123
-
-
Akçelik, R.1
-
2
-
-
0034083169
-
"Optimal signal timing for an oversaturated intersection"
-
TRBMDY0191-261510.1016/S0191-2615(99)00034-X
-
Chang, T. H., and Lin, J. T. (2000). "Optimal signal timing for an oversaturated intersection." Transp. Res., Part B: Methodol. TRBMDY0191-261510.1016/S0191-2615(99)00034-X, 34(6), 471-491.
-
(2000)
Transp. Res., Part B: Methodol
, vol.34
, Issue.6
, pp. 471-491
-
-
Chang, T.H.1
Lin, J.T.2
-
3
-
-
0021652171
-
"Mid-block pedestrian crossings-An examination of delay"
-
Hobart Tasmania, Australia, Australian Road Research Board, Melbourne, Australia
-
Dunn, R., and Pretty, R. (1984). "Mid-block pedestrian crossings-An examination of delay." Proc., 12th Annual ARRB Conf. Hobart, Tasmania, Australia, Australian Road Research Board, Melbourne, Australia.
-
(1984)
Proc., 12th Annual ARRB Conf.
-
-
Dunn, R.1
Pretty, R.2
-
4
-
-
0003739996
-
-
Transportation Research Board, Washington, D.C
-
Gerlough, D., and Huber, M. (1976). Transportation Research Board Special Rep. No. 165: Traffic Flow Theory: A Monograph, Transportation Research Board, Washington, D.C.
-
(1976)
Transportation Research Board Special Rep. No. 165: Traffic Flow Theory: A Monograph
-
-
Gerlough, D.1
Huber, M.2
-
5
-
-
0041775128
-
"Delays at pedestrian crossings: 1. Site observations and the interpretation of data"
-
TENCA4 0041-0683
-
Griffiths, J. D., Hunt, J. G., and Marlow, M. (1984). "Delays at pedestrian crossings: 1. Site observations and the interpretation of data." Traffic Eng. ControlTENCA40041-0683, 25(6), 365-371.
-
(1984)
Traffic Eng. Control
, vol.25
, Issue.6
, pp. 365-371
-
-
Griffiths, J.D.1
Hunt, J.G.2
Marlow, M.3
-
6
-
-
0022066584
-
"Delays at pedestrian crossings: 4. Mathematical models"
-
TENCA40041-0683
-
Griffiths, J. D., Hunt, J. G., and Marlow, M. (1985). "Delays at pedestrian crossings: 4. Mathematical models." Traffic Eng. Control TENCA40041-0683, 26(5), 277-282.
-
(1985)
Traffic Eng. Control
, vol.26
, Issue.5
, pp. 277-282
-
-
Griffiths, J.D.1
Hunt, J.G.2
Marlow, M.3
-
7
-
-
33750101524
-
"The green light time split at pedestrian crossing with consideration of different road users"
-
Kruszyna, M. (2003). "The green light time split at pedestrian crossing with consideration of different road users." Archieves Transport, 15(3), 47-57.
-
(2003)
Archieves Transport
, vol.15
, Issue.3
, pp. 47-57
-
-
Kruszyna, M.1
-
8
-
-
0018468203
-
"The delay to pedestrians and vehicles at signalized intersections"
-
ITEJDZ0162-8178
-
Pretty, R. (1979). "The delay to pedestrians and vehicles at signalized intersections." ITE J. ITEJDZ0162-8178, 49(5), 20-23.
-
(1979)
ITE J.
, vol.49
, Issue.5
, pp. 20-23
-
-
Pretty, R.1
-
9
-
-
0032208256
-
"Pedestrian compliance effects on signal delay"
-
Transportation Research Board, Washington, D.C., 88-91.Virkler, M. R. (1998). "Pedestrian compliance effects on signal delay." Transportation Research Record. 1636, Transportation Research Board, Washington, D.C., 88-91
-
Virkler, M. R. (1998). "Pedestrian compliance effects on signal delay." Transportation Research Record. 1636, Transportation Research Board, Washington, D.C., 88-91.Virkler, M. R. (1998). "Pedestrian compliance effects on signal delay." Transportation Research Record. 1636, Transportation Research Board, Washington, D.C., 88-91.
-
(1998)
Transportation Research Record. 1636
, pp. 88-91
-
-
Virkler, M.R.1
Virkler, M.R.2
-
10
-
-
0037210529
-
"Lane-based optimization of signal timings for isolated junctions"
-
TRBMDY0191-2615
-
Wong, C. K., and Wong, S. C. (2003). "Lane-based optimization of signal timings for isolated junctions." Transp. Res., Part B: Methodol. TRBMDY0191-2615, 37(1), 63-84.
-
(2003)
Transp. Res., Part B: Methodol.
, vol.37
, Issue.1
, pp. 63-84
-
-
Wong, C.K.1
Wong, S.C.2
|