-
1
-
-
84883133570
-
Human factors study of the continuous flow intersection at the dowling college NAT center
-
In: Presented at 4th Annual Symposium on Intermodal Transportation, Oakdale, NY
-
Abramson, P., Bergren, C., Goldblatt, R., 1995. Human factors study of the continuous flow intersection at the dowling college NAT center. In: Presented at 4th Annual Symposium on Intermodal Transportation, Oakdale, NY, p. 2.
-
(1995)
, pp. 2
-
-
Abramson, P.1
Bergren, C.2
Goldblatt, R.3
-
2
-
-
0034433291
-
Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials
-
Abu-Lebdeh G., Benekohal R.F. Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials. Transport. Res. Rec. 2000, 1727:61-67.
-
(2000)
Transport. Res. Rec.
, vol.1727
, pp. 61-67
-
-
Abu-Lebdeh, G.1
Benekohal, R.F.2
-
3
-
-
84883134720
-
Operational performance comparison of four unconventional intersection designs using micro-simulation
-
Autey J., Sayed T., El Esawey M. Operational performance comparison of four unconventional intersection designs using micro-simulation. J. Adv. Transport. 2013, 47(5):536-552.
-
(2013)
J. Adv. Transport.
, vol.47
, Issue.5
, pp. 536-552
-
-
Autey, J.1
Sayed, T.2
El Esawey, M.3
-
4
-
-
85048233106
-
Displaced Left-Turn Intersection
-
Publication FHWA-HRT-09-055. FHWA, US Department of Transportation.
-
Bared, J., 2009. Displaced Left-Turn Intersection. Publication FHWA-HRT-09-055. FHWA, US Department of Transportation.
-
(2009)
-
-
Bared, J.1
-
5
-
-
84884646268
-
Operational effects of continuous flow intersection geometrics a deterministic model
-
Carroll D.H., Lahusen D. Operational effects of continuous flow intersection geometrics a deterministic model. Transport. Res. Rec. 2013, 2348:1-11.
-
(2013)
Transport. Res. Rec.
, vol.2348
, pp. 1-11
-
-
Carroll, D.H.1
Lahusen, D.2
-
6
-
-
0034083169
-
Optimal signal timing for an oversaturated intersection
-
Chang T.H., Lin J.T. Optimal signal timing for an oversaturated intersection. Transport. Res. Part B: Methodol. 2000, 34(6):471-491.
-
(2000)
Transport. Res. Part B: Methodol.
, vol.34
, Issue.6
, pp. 471-491
-
-
Chang, T.H.1
Lin, J.T.2
-
7
-
-
33746864161
-
Urban gridlock: macroscopic modeling and mitigation approaches
-
Daganzo C.F. Urban gridlock: macroscopic modeling and mitigation approaches. Transport. Res. Part B: Methodol. 2007, 41(1):49-62.
-
(2007)
Transport. Res. Part B: Methodol.
, vol.41
, Issue.1
, pp. 49-62
-
-
Daganzo, C.F.1
-
8
-
-
42149178513
-
Comparison of two unconventional intersection schemes - crossover displaced left-turn and upstream signalized crossover intersections
-
El Esawey M., Sayed T. Comparison of two unconventional intersection schemes - crossover displaced left-turn and upstream signalized crossover intersections. Transport. Res. Rec. 2007, 2023:10-19.
-
(2007)
Transport. Res. Rec.
, vol.2023
, pp. 10-19
-
-
El Esawey, M.1
Sayed, T.2
-
9
-
-
84886423139
-
Analysis of unconventional arterial intersection designs (UAIDs): state-of-the-art methodologies and future research directions
-
El Esawey M., Sayed T. Analysis of unconventional arterial intersection designs (UAIDs): state-of-the-art methodologies and future research directions. Transport. A: Transport Sci. 2013, 9(10):860-895.
-
(2013)
Transport. A: Transport Sci.
, vol.9
, Issue.10
, pp. 860-895
-
-
El Esawey, M.1
Sayed, T.2
-
10
-
-
0000787087
-
Optimum control of a system of oversaturated intersections
-
Gazis D.C. Optimum control of a system of oversaturated intersections. Oper. Res. 1964, 12(6):815-831.
-
(1964)
Oper. Res.
, vol.12
, Issue.6
, pp. 815-831
-
-
Gazis, D.C.1
-
12
-
-
84885229027
-
Managing oversaturated signalized arterials: a maximum flow based approach
-
Hu H., Wu X., Liu H.X. Managing oversaturated signalized arterials: a maximum flow based approach. Transport. Res. Part C: Emerg. Technol. 2013, 36(1):196-211.
-
(2013)
Transport. Res. Part C: Emerg. Technol.
, vol.36
, Issue.1
, pp. 196-211
-
-
Hu, H.1
Wu, X.2
Liu, H.X.3
-
13
-
-
79960035811
-
Alternative Intersections/Interchanges: Informational Report (AIIR)
-
Publication FHWA-HRT-09-060. FHWA, US Department of Transportation.
-
Hughes, W., Jagannathan R., Sengupta, D., Hummer, J.E., 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Publication FHWA-HRT-09-060. FHWA, US Department of Transportation.
-
(2010)
-
-
Hughes, W.1
Jagannathan, R.2
Sengupta, D.3
Hummer, J.E.4
-
14
-
-
84982672947
-
Unconventional left-turn alternatives for urban and suburban arterials: an update
-
Transportation Research Circular E-C019: Urban Street Symposium Conference Proceedings, 28-30 June, Dallas, TX.
-
Hummer, J.E., Reid, J.D., 2000. Unconventional left-turn alternatives for urban and suburban arterials: an update. In: Transportation Research Circular E-C019: Urban Street Symposium Conference Proceedings, 28-30 June, Dallas, TX.
-
(2000)
-
-
Hummer, J.E.1
Reid, J.D.2
-
15
-
-
33645742179
-
Design and performance analysis of pedestrian crossing facilities for continuous flow intersections
-
Jagannathan R., Bared J.G. Design and performance analysis of pedestrian crossing facilities for continuous flow intersections. Transport. Res. Rec. 2005, 1939:133-144.
-
(2005)
Transport. Res. Rec.
, vol.1939
, pp. 133-144
-
-
Jagannathan, R.1
Bared, J.G.2
-
16
-
-
0034432775
-
Formulation of real-time control policy for oversaturated arterials
-
Lieberman E.B., Chang J.N., Prassas E.S. Formulation of real-time control policy for oversaturated arterials. Transport. Res. Rec. 2000, 1727:77-88.
-
(2000)
Transport. Res. Rec.
, vol.1727
, pp. 77-88
-
-
Lieberman, E.B.1
Chang, J.N.2
Prassas, E.S.3
-
17
-
-
77957319135
-
An arterial signal optimization model for intersections experiencing queue spillback and lane blockage
-
Liu Y., Chang G. An arterial signal optimization model for intersections experiencing queue spillback and lane blockage. Transport. Res. Part C: Emerg. Technol. 2011, 19(1):130-144.
-
(2011)
Transport. Res. Part C: Emerg. Technol.
, vol.19
, Issue.1
, pp. 130-144
-
-
Liu, Y.1
Chang, G.2
-
18
-
-
0017680063
-
Oversaturated signal systems with queue length constraints-I: Single intersection
-
Michalopoulos P.G., Stephanopoulos G. Oversaturated signal systems with queue length constraints-I: Single intersection. Transport. Res. 1977, 11(6):413-421.
-
(1977)
Transport. Res.
, vol.11
, Issue.6
, pp. 413-421
-
-
Michalopoulos, P.G.1
Stephanopoulos, G.2
-
19
-
-
0017728325
-
Oversaturated signal systems with queue length constraints-II: Systems of intersections
-
Michalopoulos P.G., Stephanopoulos G. Oversaturated signal systems with queue length constraints-II: Systems of intersections. Transport. Res. 1977, 11(6):423-428.
-
(1977)
Transport. Res.
, vol.11
, Issue.6
, pp. 423-428
-
-
Michalopoulos, P.G.1
Stephanopoulos, G.2
-
21
-
-
84925712774
-
-
NCHRP 03-09 Report: Operation of Traffic Signal Systems in Oversaturated Conditions. <> (accessed 22.10.14).
-
National Cooperative Highway Research Program (NCHRP), 2012, NCHRP 03-09 Report: Operation of Traffic Signal Systems in Oversaturated Conditions. <> (accessed 22.10.14). http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w202v2.pdf.
-
(2012)
-
-
-
22
-
-
85029832478
-
-
Traffic Signal Operations Self Assessment, NTOC. <> (accessed 22.10.14).
-
National Transportation Operations Coalition (NTOC), 2011, 2011 Traffic Signal Operations Self Assessment, NTOC. <> (accessed 22.10.14). http://www.ite.org/selfassessment/.
-
(2011)
-
-
-
23
-
-
0034432774
-
Enhanced genetic algorithm for signal-timing optimization of oversaturated intersections
-
Park B., Messer C.J., Urbanik T. Enhanced genetic algorithm for signal-timing optimization of oversaturated intersections. Transport. Res. Rec. 2000, 1727:32-41.
-
(2000)
Transport. Res. Rec.
, vol.1727
, pp. 32-41
-
-
Park, B.1
Messer, C.J.2
Urbanik, T.3
-
24
-
-
0035743074
-
Travel time comparisons between seven unconventional arterial intersection designs
-
Reid J.D., Hummer J.E. Travel time comparisons between seven unconventional arterial intersection designs. Transport. Res. Rec. 2001, 1751:56-66.
-
(2001)
Transport. Res. Rec.
, vol.1751
, pp. 56-66
-
-
Reid, J.D.1
Hummer, J.E.2
-
25
-
-
0004089163
-
Traffic Signal Settings. Road Research Technical Paper, No.39
-
Great Britain Road Research Laboratory, London.
-
Webster, F.V., 1958. Traffic Signal Settings. Road Research Technical Paper, No.39, Great Britain Road Research Laboratory, London.
-
(1958)
-
-
Webster, F.V.1
-
26
-
-
77952675066
-
Identification of oversaturated intersections using high-resolution traffic signal data
-
Wu X., Liu H., Getttman D. Identification of oversaturated intersections using high-resolution traffic signal data. Transport. Res. Part C: Emerg. Technol. 2010, 18(4):626-638.
-
(2010)
Transport. Res. Part C: Emerg. Technol.
, vol.18
, Issue.4
, pp. 626-638
-
-
Wu, X.1
Liu, H.2
Getttman, D.3
-
27
-
-
85029865004
-
Optimal signal timing models for the FHWA and Mexico 4-legged continuous flow intersections
-
Presented at the Transportation Research Board 93rd Annual Meeting, January 12-16, Washington, D.C.
-
Wu, X., Juarez, D., Jia, X., 2014. Optimal signal timing models for the FHWA and Mexico 4-legged continuous flow intersections. In: Presented at the Transportation Research Board 93rd Annual Meeting, January 12-16, Washington, D.C.
-
(2014)
-
-
Wu, X.1
Juarez, D.2
Jia, X.3
-
28
-
-
79955027930
-
Increasing the capacity of signalized intersections with separate left turn phases
-
Xuan Y., Daganzo C.F., Cassidy M.J. Increasing the capacity of signalized intersections with separate left turn phases. Transport. Res. Part B: Methodol. 2011, 45(5):769-781.
-
(2011)
Transport. Res. Part B: Methodol.
, vol.45
, Issue.5
, pp. 769-781
-
-
Xuan, Y.1
Daganzo, C.F.2
Cassidy, M.J.3
-
29
-
-
84885975940
-
Development of planning-stage models for analyzing continuous flow intersections
-
Yang X.F., Chang G.L., Rahwanji S., Lu Y. Development of planning-stage models for analyzing continuous flow intersections. J. Transport. Eng. 2013, 139(11):1124-1132.
-
(2013)
J. Transport. Eng.
, vol.139
, Issue.11
, pp. 1124-1132
-
-
Yang, X.F.1
Chang, G.L.2
Rahwanji, S.3
Lu, Y.4
|