Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile

Journal of Sound and Vibration

Volumn 258, Issue 1, 2002, Pages 147-165

  Lei, X ^a   Noda, N A ^b  

^a EAST CHINA JIAOTONG UNIVERSITY   (China)

^b KYUSHU INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; FINITE ELEMENT METHOD; FORCE CONTROL; FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; NATURAL FREQUENCIES; RAILROAD CAR COUPLINGS; RAILROAD ROLLING STOCK; RAILROAD TRACKS; RANDOM PROCESSES; SPRINGS (COMPONENTS); TIME DOMAIN ANALYSIS; VELOCITY MEASUREMENT; VIBRATIONS (MECHANICAL);

DYNAMIC FORCES; RAILWAY LINES; TRACK COUPLING SYSTEMS; VIBRATION SOURCES;

DYNAMIC RESPONSE;

EID: 1642615273     PISSN: 0022460X     EISSN: 10958568     Source Type: Journal    
DOI: 10.1006/jsvi.2002.5107     Document Type: Article

References (22)

1. K. ONO and M. YAMADA 1989 Journal of Sound and Vibration 130, 269-297. Analysis of railway track vibration.
2. R. A. CLARK, P. A. DEAN, J. A. ELKINS and S. G. NEWTON 1982 Journal of Mechanical Engineering Science 24, 65-76. An investigation into the dynamic effects of railway vehicles running on corrugated rails.
3. S. L. GRASSIE, R. W. GREGORY, D. HARRISON and K. L. JOHNSON 1982 Journal of Mechanical Engineering Science 24, 77-90. The dynamic response of railway track to high frequency vertical excitation.
4. Z. CAI and G. P. RAYMOND 1992 Proceedings of the 10th International Wheel Set Congress, Sydney, Australia, 9. Theoretical model for dynamic wheel/rail and track interaction.
5. H. H. JENKINS, J. E. STEPHENSON, G. A. MORLAND and D. LYON 1974 Railway Engineering Journals, 2-16. The effect of track and vehicle parameters on wheel/rail vertical dynamic forces.
6. A. D. KERR 1981 Class Notes, University of Delaware. Railroad Engineering.
7. M. ISHIDA, S. MIURA and A. KONO 1998 RTRI Report 12, 41-46. Track deforming characteristics and vehicle running characteristics due to the settlement of embankment behind the abutment of bridges.
8. J. C. O. NIELSEN 1993 Dissertation, Chalmers University of Technology, Göteborg, Sweden. Train/track interaction: coupling of moving and stationary dynamic system.
9. J. KISILOWSKI and K. KNOTHE 1991 Advanced Railway Vehicle System Dynamics. Warsaw: Wydawnictwa Naukowo-Techniczne.
10. W. M. ZHAI and X. SUN 1994 Vehicle System Dynamics 23 (Suppl.), 603-615. A detailed model for investigating vertical interactions between railway vehicle and track.
11. X. Y. LEI 1997 Journal of the Chinese Railway Society 19, 1. Dynamic response of high speed train on ballast.
12. M. ISHIDA, S. MIURA and A. KONO 1997 RTR1 Report 11, 19-26. Track dynamic model and its analytical results.
13. M. ISHIDA 2000 RTRI Report 14, 1-6. The past and future of track dynamic models.
14. J. E. SNYDER and D. N. WORMLEY 1977 Journal of Dynamic Systems and Measurements Control 99, 23-33. Dynamic interactions between vehicle and elevated, flexible, randomly irregular guide ways.
15. X. Y. LEI 1998 Numerical Analysis Method for Track Structure. Beijing: Chinese Railway Publication House.
16. J. B. ROBERTS and P. D. SPANOS 1990. Random Vibration and Statistical Linearization. New York: John Wiley & Sons Ltd.
17. M. SHINOZUKA 1971 Journal of Accoustical Society of America 49, 357-368. Simulation of multivariate and multidimensional random processes.
18. IBM Application Program, System 360 Subroutine Package (360-CM-03X) Programmer's Manual H20-0205.
19. F. YANG and G. A. FONDER 1996 Journal of earthquake engineering and structural dynamics 25, 195-215. An iterative solution method for dynamic response of bridge-vehicles systems.
20. O. C. ZIENKIEWICZ 1977 The Finite Element Method. New York: McGraw-Hill Inc.
21. X. Y. LEI 1999 Journal of the Eastern Asia Society for Transportation Studies, 2, 29-37. Research on parameters of mechanical models for track structures of high speed railway.
22. Chen Guo 2000 Ph.D. Thesis, South West Jiaotong University. Analysis of random vibration for vehicle and track coupling system.