Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 457
... optimal system optimal relative rate of tota travel cost ( % ) 100.00 99.90 mixed optimal 99.80 99.70 99.60 99.50 v / c 4.0 v / c - 07 0 0.2 0.4 0.6 0.8 1 v / c - 0.3 usage lev ( b ) In mixed optimal system optimal relative rate of tota ...
... optimal system optimal relative rate of tota travel cost ( % ) 100.00 99.90 mixed optimal 99.80 99.70 99.60 99.50 v / c 4.0 v / c - 07 0 0.2 0.4 0.6 0.8 1 v / c - 0.3 usage lev ( b ) In mixed optimal system optimal relative rate of tota ...
Page 462
... optimal solution of ( P ) , and the optimal values are equivalent , 0 = where 1o = 1 / vo1 x 。· ( ii ) . If wo and μ ° is the optimal solution of ( P ) , then w ° and μ is also the optimal solution of ( P ) , and their optimal values ...
... optimal solution of ( P ) , and the optimal values are equivalent , 0 = where 1o = 1 / vo1 x 。· ( ii ) . If wo and μ ° is the optimal solution of ( P ) , then w ° and μ is also the optimal solution of ( P ) , and their optimal values ...
Page 463
... optimal solution and to the linear programming ( P ) satisfies V1 = μ yo = 1 . Definition 2 : if the optimal solution w ° and μ ° of ( P ) satisfies w ° > 0 and μo > 0 , and the optimal value V „ = μo1 y = 1 , then the decision unit jo ...
... optimal solution and to the linear programming ( P ) satisfies V1 = μ yo = 1 . Definition 2 : if the optimal solution w ° and μ ° of ( P ) satisfies w ° > 0 and μo > 0 , and the optimal value V „ = μo1 y = 1 , then the decision unit jo ...
Contents
Methodologies for the Identification of Highway Safety Problem Areas | 1 |
Travel Time Prediction System TIPS for Freeway Work Zones | 20 |
Positive Roles and Issues | 30 |
Copyright | |
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AASHTO algorithm analysis application average Beijing calculated capacity Castle Peak Road China Chinese cities congestion constraints construction crash counts data warehouse database delay departure distance distribution dynamic traffic economic emission Engineering equilibrium evaluation expressway factors Figure forecasting freight function guided bus headway highway increase intersection interval iteration logistics method mode choice neural network node Northern Jiaotong University optimal paper parameters parking passenger trains path pedestrian problem public transport queue rail railway transport refrigerated container road route RTWG Shanghai signal simulation solution solve Southwest Jiaotong University speed speed-increasing Spoornet stage structure subgrade Table track traffic assignment model traffic flow traffic volume train operation transit transportation planning Transportation Research transportation system travel behavior travel cost travel demand trip truck urban transportation variables vehicle Xiamen