Traffic and Transportation StudiesAmerican Society of Civil Engineers, 2000 - Communication and traffic |
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Page 255
... estimated by the usual OLS . On the other hand , can be estimated by substituting Eq . ( 16 ) into Eqs . ( 9 ) and ( 14 ) . Trip generation demand O , and trip attraction demand D , can then be rewritten , respectively , as d 0 ̧ = Σ ...
... estimated by the usual OLS . On the other hand , can be estimated by substituting Eq . ( 16 ) into Eqs . ( 9 ) and ( 14 ) . Trip generation demand O , and trip attraction demand D , can then be rewritten , respectively , as d 0 ̧ = Σ ...
Page 396
... estimated by applying the time - of - day incremental traffic assignment method ( Fujita et al . , 1990 ) . The peak - period OD matrix for the assignment is estimated based on the method . The estimated OD matrix for 7 o'clock in the ...
... estimated by applying the time - of - day incremental traffic assignment method ( Fujita et al . , 1990 ) . The peak - period OD matrix for the assignment is estimated based on the method . The estimated OD matrix for 7 o'clock in the ...
Page 520
... estimated hourly proportions , the hourly volumes estimated for the links of interest not only cover all hours in the day , but also are expected to be more accurate since they are specific to month and day of week , as well as location ...
... estimated hourly proportions , the hourly volumes estimated for the links of interest not only cover all hours in the day , but also are expected to be more accurate since they are specific to month and day of week , as well as location ...
Contents
A Review of Safety and Other Issues | 1 |
An Application | 9 |
Simulation System of Technological Process at Marshalling Station | 17 |
Copyright | |
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