Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 184
... route choice , the paper here will describe the first ( but main ) stage of the work in which route choices are assumed fixed . The transition to the case of variable route choice will not be a great step for the project , since DRACULA ...
... route choice , the paper here will describe the first ( but main ) stage of the work in which route choices are assumed fixed . The transition to the case of variable route choice will not be a great step for the project , since DRACULA ...
Page 261
If choices are confined to routes 1 and 2 , then by proposition 2 route 1 is chosen exp ( a1 ) - exp ( B ) with ... route 3 is obtained from exp ( a3 ) proposition 3 and proposition 1 as and exp ( a3 ) + exp ( a1 ) + exp ( a2 ) - exp ( B ) ...
If choices are confined to routes 1 and 2 , then by proposition 2 route 1 is chosen exp ( a1 ) - exp ( B ) with ... route 3 is obtained from exp ( a3 ) proposition 3 and proposition 1 as and exp ( a3 ) + exp ( a1 ) + exp ( a2 ) - exp ( B ) ...
Page 865
... route , the value of Y ( p ) can be 0 or 1 , representing call - on route and uncall - on route D ( P ) : the ith adjoining direction of the relevant route , and be -1 when it doesn't represent departure route D ( x ) : the adjoining ...
... route , the value of Y ( p ) can be 0 or 1 , representing call - on route and uncall - on route D ( P ) : the ith adjoining direction of the relevant route , and be -1 when it doesn't represent departure route D ( x ) : the adjoining ...
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 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 flow traffic volume train operation transit transportation planning Transportation Research transportation system travel behavior travel cost travel demand trip truck urban transportation urban transportation planning variables vehicle Xiamen