Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 849
... curve ( S curve ) sections at where traffic accidents often occurred and a few traffic accidents occurred . Both kinds of S curve sections , however , are almost the same geometric features . Therefore , authors thought that the factors ...
... curve ( S curve ) sections at where traffic accidents often occurred and a few traffic accidents occurred . Both kinds of S curve sections , however , are almost the same geometric features . Therefore , authors thought that the factors ...
Page 854
... curve part passage , which is the latter half of the section , appears clearly in the S curve section where traffic accidents seldom occurred . Because , speed in the S curve section pas- sage is comparatively low . It seems that almost ...
... curve part passage , which is the latter half of the section , appears clearly in the S curve section where traffic accidents seldom occurred . Because , speed in the S curve section pas- sage is comparatively low . It seems that almost ...
Page 855
... curve section , which traffic accidents often occurred . And , it was proved that " inattentive driving " was formed in the curve part of the first half of the S curve section too . According to the accident analysis report , it is ...
... curve section , which traffic accidents often occurred . And , it was proved that " inattentive driving " was formed in the curve part of the first half of the S curve section too . According to the accident analysis report , it is ...
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