Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
From inside the book
Results 1-3 of 84
Page 960
... distance constraints . The p - Median problem is a central facilities location problem by selecting p facilities from a network of n point for minimizing a weighted distance objective function . Generally , the weight could be ...
... distance constraints . The p - Median problem is a central facilities location problem by selecting p facilities from a network of n point for minimizing a weighted distance objective function . Generally , the weight could be ...
Page 968
... distance cues . Headway overestimation can be regarded as a risk factor because drivers see vehicles as being farther away , they are likely to follow closer behind them . · 60 50 Estimated distance ( m ) 40 30 20 20 10 8 13 18 23 28 ...
... distance cues . Headway overestimation can be regarded as a risk factor because drivers see vehicles as being farther away , they are likely to follow closer behind them . · 60 50 Estimated distance ( m ) 40 30 20 20 10 8 13 18 23 28 ...
Page 969
25 25 € 20 Estimated distance ( m ) 15 10 5 5 9 13 With fog Without fog Real distance ( m ) Figure 3. Mean and standard deviation of estimated vehicle distance ( m ) as a function of actual distance and visibility . 12 10 Estimated distance ...
25 25 € 20 Estimated distance ( m ) 15 10 5 5 9 13 With fog Without fog Real distance ( m ) Figure 3. Mean and standard deviation of estimated vehicle distance ( m ) as a function of actual distance and visibility . 12 10 Estimated distance ...
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 | |
76 other sections not shown
Other editions - View all
Common terms and phrases
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