Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 324
... cost of a train , and variable cost of cars on each link . The variable cost on links ( c ) represents the unit penalty cost of transporting a car of demand kЄK ( le L ) , or delay costs ( le L ) , or represents variable cost on service ...
... cost of a train , and variable cost of cars on each link . The variable cost on links ( c ) represents the unit penalty cost of transporting a car of demand kЄK ( le L ) , or delay costs ( le L ) , or represents variable cost on service ...
Page 435
As supposing the freight volume is definite , the lower the operating cost , the more the profit . Namely , the total operating cost produced by all cargo ships on routes must be the lowest . R * min Σ Σ C X ΣΟΧ . ( 2 ) Investment ( 1 ) ...
As supposing the freight volume is definite , the lower the operating cost , the more the profit . Namely , the total operating cost produced by all cargo ships on routes must be the lowest . R * min Σ Σ C X ΣΟΧ . ( 2 ) Investment ( 1 ) ...
Page 465
... costs . The fixed cost pays for the right to use depot . The amount of the fixed cost is fixed for the period specified in the contract , say , one year . In addition to the fixed depot cost , depot also charges for storage each time a ...
... costs . The fixed cost pays for the right to use depot . The amount of the fixed cost is fixed for the period specified in the contract , say , one year . In addition to the fixed depot cost , depot also charges for storage each time a ...
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