Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 176
... calculated according to the following equation . Tm Etiam XP202 Σ P20 i , a , m i , a , m 2020 ( 2 ) where tam is trip production ratio of household type a , car availability m , in zone i . 4.3 . Simulation Results The results of each ...
... calculated according to the following equation . Tm Etiam XP202 Σ P20 i , a , m i , a , m 2020 ( 2 ) where tam is trip production ratio of household type a , car availability m , in zone i . 4.3 . Simulation Results The results of each ...
Page 447
... calculated using discriminant analysis on three steps . On the based of these analyses , 8 pattern of choice set is set up . Choice probabilities of each pattern ( P ( m ) ,; ) are determined . Next , probabilities of every mode in each ...
... calculated using discriminant analysis on three steps . On the based of these analyses , 8 pattern of choice set is set up . Choice probabilities of each pattern ( P ( m ) ,; ) are determined . Next , probabilities of every mode in each ...
Page 707
... calculation or not . If iteration reaches maximum times then terminate calculation and output the maximum fitness ... calculated modal split with ( 1 ) . When calculating with ( 3 ) we set ẞ = 1.0 ( Yang et al , 2002 ) and further ...
... calculation or not . If iteration reaches maximum times then terminate calculation and output the maximum fitness ... calculated modal split with ( 1 ) . When calculating with ( 3 ) we set ẞ = 1.0 ( Yang et al , 2002 ) and further ...
Contents
How Do We Make New Public Transport Systems More Successful? | 1 |
Study of Traffic Environment Awareness Among Elementary Schoolers in Japan | 9 |
Modeling Vehicle Age Distribution for Air Quality Analysis | 17 |
Copyright | |
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algorithm analysis arrival average behavior Beijing calculated carrying capacity China classification yards computing congestion constraints cost demand density departure depot destination distance distribution drivers dynamic emission environmental equation equilibrium estimated factors Figure forecasting freeway function fuzzy genetic algorithm headway high-speed household hypermarket increase interval km/h layer managed lanes method mode choice neural networks node non-work trips Northern Jiaotong University operation optimal order parameter pair paper path peak period planning pollution port problem public transport queue rail ramp meters ratio region removing coefficient road network route Royal Mile sample schedule Shenyang Shenzhen simulation SP data speed limits speed-raising passenger trains station survey Table Tianjin track traffic flow traffic volume Tramlink transit transportation system travel behavior truck urban urban rail transit users vanets variables vehicle warehousing yard zone