Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 1087
... Table 1 MLPNN incident detection models Input ( volume , speed and Without preprocess occupancy ) MLPNN1 Input ... table 2 , table 3 , table 4 and table 5 . Table 2 The performance measures of MLPNN1 with different detection threshold ...
... Table 1 MLPNN incident detection models Input ( volume , speed and Without preprocess occupancy ) MLPNN1 Input ... table 2 , table 3 , table 4 and table 5 . Table 2 The performance measures of MLPNN1 with different detection threshold ...
Page 1219
... Tables 1 and 2. We distinguish three demand segments ( denoted_by_i = 1,2,3 ) depending on whether the trips originate or end in Paris . Note that in Table 1 trips less than 15 minutes have been removed from the EGT data ( for segment 1 ...
... Tables 1 and 2. We distinguish three demand segments ( denoted_by_i = 1,2,3 ) depending on whether the trips originate or end in Paris . Note that in Table 1 trips less than 15 minutes have been removed from the EGT data ( for segment 1 ...
Page 1544
... Table 3 and Table 4. We can verify the model by Table 3. The groups without intent to joint logistics is estimated 97 % and the groups with intent to joint logistics is estimated 77 % and 2 of this model is good as 71.03 . We can verify ...
... Table 3 and Table 4. We can verify the model by Table 3. The groups without intent to joint logistics is estimated 97 % and the groups with intent to joint logistics is estimated 77 % and 2 of this model is good as 71.03 . We can verify ...
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