Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 637
Table 1 Results for Two Traffic Assignment Method David Method Quasi - DTA Method OD Pair Optimal Path Travel Time ... method . In the second example , we use the method present here to the traffic network of Changshu city in Jiangsu ...
Table 1 Results for Two Traffic Assignment Method David Method Quasi - DTA Method OD Pair Optimal Path Travel Time ... method . In the second example , we use the method present here to the traffic network of Changshu city in Jiangsu ...
Page 774
... Method 3 is the same as that required by Method 2. However , this is not always true and hence the computing time required by Method 3 is generally more than that required by the other two methods , especially when the inflow rate often ...
... Method 3 is the same as that required by Method 2. However , this is not always true and hence the computing time required by Method 3 is generally more than that required by the other two methods , especially when the inflow rate often ...
Page 776
... Method 3 . Fig . 5. Solutions based on Eq . ( 2 ) . In Fig . 3 , this situation is improved significantly by introducing Method 2 . Splitting the inflow in one interval into two successive intervals can be expected to enable the fewer ...
... Method 3 . Fig . 5. Solutions based on Eq . ( 2 ) . In Fig . 3 , this situation is improved significantly by introducing Method 2 . Splitting the inflow in one interval into two successive intervals can be expected to enable the fewer ...
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