Chapter
Apr 26, 2012
Urban Road Proportion in Grades Based on Vehicle Trip Distance-Turnover Coupling Mechanism
Publication: International Conference on Transportation Engineering 2007
Abstract
One of the direct reasons that cause urban traffic problems is obscure functions and unreasonable road proportion in grades. Therefore, based on the statistic analysis of trip investigation data in several typical cities, the function with double parameters is adopted to fit the relationship between Vehicle Trip Distance (VTD) and trip proportion. Furthermore, the regressing analysis of the fitting parameters is made by three infection factors. In addition, equilibrium equations are built to show the equilibrium relationships between vehicle supply-demand turnovers in each grade of roads. As a result, urban road proportion in grades is deduced and fields of urban road proportions in grades are recommended in different scale cities.
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Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Coupling
- Data analysis
- Engineering fundamentals
- Engineering mechanics
- Equilibrium
- Highway and road management
- Highway transportation
- Highways and roads
- Infrastructure
- Mathematics
- Methodology (by type)
- Parameters (statistics)
- Research methods (by type)
- Statics (mechanics)
- Statistics
- Structural engineering
- Structural members
- Structural systems
- Traffic engineering
- Transportation engineering
- Travel patterns
- Urban and regional development
- Urban areas
- Vehicles
Authors
Affiliations
School of Transportation, Southeast University, No. 2, Sipailou, Nanjing, China, 210096. E-mail: [email protected]
School of Transportation, Southeast University, No. 2, Sipailou, Nanjing, China, 210096. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.