Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 142
... variable of each mode were used as variables . The air travel demand was estimated multiplying the total transit travel volume by the share of air transport which is estimated by the Logit model . The equation of the Logit model is as ...
... variable of each mode were used as variables . The air travel demand was estimated multiplying the total transit travel volume by the share of air transport which is estimated by the Logit model . The equation of the Logit model is as ...
Page 145
... variable were collected for past 10 years , and correlations between them were analyzed . There were high correlations among independent variables , and between dependent and independent variables there were the highest correlation ...
... variable were collected for past 10 years , and correlations between them were analyzed . There were high correlations among independent variables , and between dependent and independent variables there were the highest correlation ...
Page 561
... variables that would be tested in model development . The test indicated that all hypothetical variables were independent one another . Several numbers of specifications for the model have been tested . It was decided to treat transfer ...
... variables that would be tested in model development . The test indicated that all hypothetical variables were independent one another . Several numbers of specifications for the model have been tested . It was decided to treat transfer ...
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