Transportation Research Record, Issues 1871-1876Transportation Research Board, The National Academies of Sciences, Engineering, Medicine, 2004 |
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Page 68
... example ) may be adjusted on the basis of historical results or by individual com- muters via the web . The parameter data are stored by Big Sister and retrieved daily by the TrakRide application server . Additional TrakRide Features ...
... example ) may be adjusted on the basis of historical results or by individual com- muters via the web . The parameter data are stored by Big Sister and retrieved daily by the TrakRide application server . Additional TrakRide Features ...
Page 155
... Example The presentation of the steps in algorithm V & V uses an example of a new car - following algorithm that is designed to simulate car- following in bad weather such as rain , where the coefficient of fric- tion between a ...
... Example The presentation of the steps in algorithm V & V uses an example of a new car - following algorithm that is designed to simulate car- following in bad weather such as rain , where the coefficient of fric- tion between a ...
Page 157
... example given above , possible constraints include the following : -The accelerations produced by the algorithm should not exceed the capabilities of current vehicles . TABLE 7 Example MOES for System - Level V & V Vehicle trajectories ...
... example given above , possible constraints include the following : -The accelerations produced by the algorithm should not exceed the capabilities of current vehicles . TABLE 7 Example MOES for System - Level V & V Vehicle trajectories ...
Contents
Economic Foundations of Ohio River Navigation Investment Model | 13 |
Future Utilization and Optimal Investment Strategy 33 | 33 |
Inland Sulfate Deposition in North America from Marine Emissions | 50 |
Copyright | |
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AASHTO aggregate alternative analysis asphalt binders average barge bottom ash calibration capacity compacted congestion containerized cost cranes density Department of Transportation determined developed effect Engineering environmental Equation estimated evaluate factors Figure fly ash freight transportation G*/sind grade hazmat Highway hydraulic conductivity impact included increase infrastructure intermodal freight transportation Jeonju loading material measured method mixtures mode choice modified binders moisture content National Research Council nodes operating ORNIM paper parameters pavement pavement materials performance planning port procedure rail resilient modulus road route rutting samples sand shear shippers simulation model soil specific specimens speed station stress subgrade Table temperature terminal tion tire shreds traffic train transit Transportation Research Board Transportation Research Record trips truck U.S. Army U.S. Department values variables vehicle VISSIM Washington waterway WSDM