Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 364
... departure time not at same time or departure - arrival time interval for passing not at same time . TC , is the working time criteria of train i crew . This model describes the occasion of calculating conflict event and limit kept while ...
... departure time not at same time or departure - arrival time interval for passing not at same time . TC , is the working time criteria of train i crew . This model describes the occasion of calculating conflict event and limit kept while ...
Page 808
... departure times after deadlocks are removed . 5.1 Constraints The factors that determine a train path is feasible or not can be divided into five kinds . Accordingly , we describe them as five constraints in a LP model . First , let us ...
... departure times after deadlocks are removed . 5.1 Constraints The factors that determine a train path is feasible or not can be divided into five kinds . Accordingly , we describe them as five constraints in a LP model . First , let us ...
Page 846
... departure or arrival headway in sectional stations The model of train following departure headway from identical yard of sectional station ( 1 ) is the same as departure - departure of intermediate station . So , the variation law is ...
... departure or arrival headway in sectional stations The model of train following departure headway from identical yard of sectional station ( 1 ) is the same as departure - departure of intermediate station . So , the variation law is ...
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