Three-mass vehicle model of people-vehicle-road interaction

Journal of Traffic and Transportation Engineering

Volumn 4, Issue 3, 2004, Pages 11-15

  Tao, Xiang Hua ^a   Huang, Xiao Ming ^a  

^a SOUTHEAST UNIVERSITY   (China)

Author keywords

Pavement roughness; Spectral density; Traffic engineering; Vehicle model; Vibration

Indexed keywords

ACCIDENT PREVENTION; DYNAMIC LOADS; MATHEMATICAL MODELS; PAVEMENTS; SURFACE ROUGHNESS; TRAFFIC CONTROL; VIBRATIONS (MECHANICAL);

PAVEMENT ROUGHNESS; PEOPLE-VEHICLE-ROAD INTERACTION; SPECTRAL DENSITY; VEHICLE MODEL;

GROUND VEHICLES;

EID: 13944261919     PISSN: 16711637     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. Cebon D. Handbook of Vehicle - Road Interaction [M]. England. Swets and Zeitlinger Publishers, 1999.
2. Monismith C L, Sousa J, Lysmer J. Modern pavement design technology including dynamic load conditions[A]. SAE Conference on Vehicle/Pavement Interaction[C]. SP765, SAE Trans. 881845, Indianapolis, SAE, 1988.
3. O'Connell S, Abbo E, Hedrick K. Analysis of moving dynamic loads on highway pavements, part 11 vehicle response [A]. Proc. Int. Symp. on Heavy Vehicle Weights and Dimensions [C]. Kelowna,British Columbia, 1986.
4. SUN Lu, DENG Xue-jun. Analysis of pavement wavenumber spectral density and random dynamic pressure generated by vehicle-pavement interactions[J]. Journal of Xi'an Highway University, 1996, 16(2), 17-21. (in Chinese)