Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 351
... node i which is equal to AA ; Ā¡ ̄ corresponds to the set of all incoming attractive lines to reach destination r associated with node i which is equal to A¡Ā ;. VST is transit passenger flow on link s in a study period T ; 9ST is ...
... node i which is equal to AA ; Ā¡ ̄ corresponds to the set of all incoming attractive lines to reach destination r associated with node i which is equal to A¡Ā ;. VST is transit passenger flow on link s in a study period T ; 9ST is ...
Page 352
... node i ( s ) will be full . In order to represent this phenomena , in the following we will introduce the concept of " practical frequency " for each line arriving to node i . When the system is uncongested , the practical frequency of ...
... node i ( s ) will be full . In order to represent this phenomena , in the following we will introduce the concept of " practical frequency " for each line arriving to node i . When the system is uncongested , the practical frequency of ...
Page 360
The representation of hierarchy node of railway netted lines and sequence event of train timetable Railway netted lines can be expressed by two hierarchy node graph . The upper hierarchy node graph takes intermediate station , receiving ...
The representation of hierarchy node of railway netted lines and sequence event of train timetable Railway netted lines can be expressed by two hierarchy node graph . The upper hierarchy node graph takes intermediate station , receiving ...
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