Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 922
... Lane Change Characteristics Since it has been known that lane change behaviors were the most typical characteristics within a merge section this study investigated lane change ... change to inner lanes 922 TRAFFIC AND TRANSPORTATION STUDIES.
... Lane Change Characteristics Since it has been known that lane change behaviors were the most typical characteristics within a merge section this study investigated lane change ... change to inner lanes 922 TRAFFIC AND TRANSPORTATION STUDIES.
Page 923
... Lane Change Surveys Direction of Lane Change ( Unit : veh , % ) Sections 1 → 2 2-1 2 → 3 3 → 2 3-4 4-3 Flow rate 475 449 449 442 442 325 Basic Section Lane Change 6 1 1 2 0 3 Ratio 1.26 0.22 0.22 0.45 0 0.92 Before- Flow rate 379 267 ...
... Lane Change Surveys Direction of Lane Change ( Unit : veh , % ) Sections 1 → 2 2-1 2 → 3 3 → 2 3-4 4-3 Flow rate 475 449 449 442 442 325 Basic Section Lane Change 6 1 1 2 0 3 Ratio 1.26 0.22 0.22 0.45 0 0.92 Before- Flow rate 379 267 ...
Page 1125
... lane - changing models . Car - following models represent the longitudinal interaction between vehicles . The ... change lanes . The driver's intention to change lanes may depend on whether the lane - change is discretionary or mandatory ...
... lane - changing models . Car - following models represent the longitudinal interaction between vehicles . The ... change lanes . The driver's intention to change lanes may depend on whether the lane - change is discretionary or mandatory ...
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