Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 1104
... Vehicle Breakdown Duration Observed Value Fig . 3 Weibull Q - Q Plot of Breakdown Duration 400 300 200 100 Lognormal Q - Q Plot of DURATION 0 50 100 150 200 250 300 390 400 0014 0012 001 0 008 0006 0 004 0 002P vehicle breakdown ...
... Vehicle Breakdown Duration Observed Value Fig . 3 Weibull Q - Q Plot of Breakdown Duration 400 300 200 100 Lognormal Q - Q Plot of DURATION 0 50 100 150 200 250 300 390 400 0014 0012 001 0 008 0006 0 004 0 002P vehicle breakdown ...
Page 1322
... vehicle position and speed values . The dynamic feature of the GPS collected data enables the traffic engineers to obtain the precise profile of vehicle speed as well as the geometric layout of roadway sections , intersections , and ...
... vehicle position and speed values . The dynamic feature of the GPS collected data enables the traffic engineers to obtain the precise profile of vehicle speed as well as the geometric layout of roadway sections , intersections , and ...
Page 1327
... vehicle stopped ( with a speed value of 0 ) at the distance point of 1066.9 meters . At that moment , the test vehicle was the latest vehicle joining the vehicle queue and therefore the location was the end of the vehicle queue in front ...
... vehicle stopped ( with a speed value of 0 ) at the distance point of 1066.9 meters . At that moment , the test vehicle was the latest vehicle joining the vehicle queue and therefore the location was the end of the vehicle queue in front ...
Contents
Probabilistic Description of Traffic Breakdown 801 | 801 |
Physics of Nucleation on Roads | 809 |
Understanding of Pavement Profiling and Validation of an Implementation | 817 |
Copyright | |
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algorithm analysis application ARCHISIM average Bashamichi behavior Beijing bicycles bus stop car-following characteristics China cities components congestion cordon cost crashes curve DCOM demand distance distribution drivers dynamic effect Engineering equation estimated evaluation factors freeway function fuzzy fuzzy logic Gaza Strip genetic algorithm headway highway Hong Kong implementation incident increase infrastructure input INRETS intersection KCRC Korea lane change measures method microsimulation mode neural network node Northern Jiaotong University operation optimization Palestinian territories paper parameters passenger planning Poisson regression problem public transport railway real-time road network route choice RTUT shows signal Simputer simulation model speed statistics strategy survey Table toll traffic accidents traffic condition traffic control traffic flow traffic safety traffic simulation trains transit Transportation Research travel behavior travel time reliability urban users variables vehicle VISSIM