Train-induced vibration control of high-speed railway bridges equipped with multiple tuned mass dampers

Journal of Bridge Engineering

Volumn 10, Issue 4, 2005, Pages 398-414

  Lin, C C ^a,b   Wang, J F ^b   Chen, B L ^c  

^a School of Electrical and Computer Engineering   (Taiwan)

^b NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

^c NATIONAL UNITED UNIVERSITY   (Taiwan)

Author keywords

Bridge, railroad; Dampers; Dynamic characteristics; Dynamic loads; Dynamic structural analysis; Vibration

Indexed keywords

DAMPERS; DYNAMIC CHARACTERISTICS; DYNAMIC STRUCTURAL ANALYSIS; MULTIPLE TUNED MASS DAMPERS (MTMD);

COMPUTER SIMULATION; DYNAMIC LOADS; DYNAMIC RESPONSE; EQUATIONS OF MOTION; INTEGRATION; PARTIAL DIFFERENTIAL EQUATIONS; RAILROADS; STRUCTURAL ANALYSIS; TRANSFER FUNCTIONS; VIBRATION CONTROL; VIBRATIONS (MECHANICAL);

RAILROAD BRIDGES;

EID: 22944477250     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:4(398)     Document Type: Article

References (38)

1. Abdel-Ghaffar, A. M., and Rubin, L. I. (1982). "Suspension bridge response to multiple support excitations." J. Eng. Mech. Div., 108(2), 419-435.
2. Abe, M., and Fujuno, Y. (1994). "Dynamic characterization of multiple tuned mass dampers and some design formulas." Earthquake Eng. Struct. Dyn., 23, 813-835.
3. Akin, J. E., and Mofid, M. (1989). "Numerical solution for response of beams with moving mass." J. Struct. Eng., 115(1), 120-131.
4. Boonyapinyo, V., Yamada, H., and Miyata, T. (1994). "Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges." J. Struct. Eng., 120(2), 486-506.
5. Bryja, D., and Sniady, P. (1988). "Random vibration of a suspension bridge due to highway traffic." J. Sound Vib. 125(2), 379-387.
6. Chatterjee, P. K., Datta, T. K., and Surana, C. S. (1994). "Vibration of suspension bridges under vehicular movement." J. Struct. Eng., 120(3), 681-703.
7. Chen, Y. H., and Li, C. Y. (2000)."Dynamic response of elevated high-speed railway." J. Bridge Eng. 5(2), 124-130.
8. Den Hartog, J. P. (1956). Mechanical vibrations, 4th Ed., McGraw-Hill, New York.
9. Dumanoglu, A. A., and Severn, R. T. (1990). "Stochastic response of suspension bridges to earthquake forces." Earthquake Eng. Struct. Dyn., 19, 133-152.
10. Frýba, L. (1996). Dynamics of railway bridges, 2nd Ed., Thomas Telford, London.
11. Frýba, L. (2001). "A rough assessment of railway bridges for high speed trains." Eng. Struct., 23(5), 548-556.
12. Green, M. F., Cebon, D., and Cole, D. J. (1995). "Effects of vehicle suspension design on dynamic of highway bridges." J. Struct. Eng. 121(2), 272-282.
13. Hayashikawa, T., and Watanabe, N. (1981). "Dynamic behavior of continuous beams with moving loads." J. Eng. Mech. Div., 107(1), 229-246.
14. Hayashikawa, T., and Watanabe, N. (1982). "Suspension bridge response to moving loads." J. Eng. Mech. Div., 108(6), 1051-1066.
15. Huang, D. Z., and Wang, T. L. (1992). "Impact analysis of cable-stayed bridges." Comput. Struct. 43(5), 897-908.
16. Huang, D. Z., and Wang, T. L. (1998). "Vibration of highway steel bridges with longitudinal grades." Comput. Struct. 69, 235-245.
17. Huang, D. Z., Wang, T. L., and Shahawy, M. (1998). "Vibration of horizontally curved box girder bridges due to vehicles." Comput. Struct. 68, 513-528.
18. Humar, J. L., and Kashif. A. H. (1995). "Dynamic response analysis of slab-type bridges." J. Struct. Eng. 121(1), 48-62.
19. Hutton, S. G., and Cheung, Y. K. (1979). "Dynamic response of single span highway bridges." Earthquake Eng. Struct. Dyn., 7, 543-553.
20. Inbanathan, M. J., and Wieland, M. (1987). "Bridge vibrations due to vehicle movement over rough surface." J. Struct. Eng., 113(9), 1994-2008.
21. Jangid, R. S. (1995)."Dynamic characteristics of structures with multiple tuned mass dampers." Struct. Eng. Mech., 3, 497-509.
22. Kajikawa, Y., Okino, M., Uto, S., Matsuura, Y., and Iseki, J. (1989). "Control of traffic vibration on urban viaduct with tuned mass dampers." J. Struct. Eng., 35(A), 585-595.
23. Kareem, A., and Kline, S. (1995). "Performance of multiple mass dampers under random loading." J. Struct. Eng. 121(2), 348-361.
24. Klasztorny, M., and Langer, J. (1990). "Dynamic response of single-span beam bridges to a series of moving loads." Earthquake Eng. Struct. Dyn., 19, 1107-1124.
25. Kou, J. W., and DeWolf, J. T. (1997). "Vibrational behavior of continuous span highway bridge - influencing variables." J. Struct. Eng. 123(3), 333-344.
26. Kwon, H. C., Kim, M. C., and Lee, I. W. (1998). "Vibration control of bridges under moving loads." Comput. Struct. 66(4), 473-480.
27. Li, C., and Liu, Y. (2003). "Optimum multiple tuned mass dampers for structures under ground acceleration based on the uniform distribution of system parameters." Earthquake Eng. Struct. Dyn., 32, 671-690.
28. Lin, C. C., Hu, C. M., Wang, J. F., and Hu, R. Y. (1994). "Vibration control effectiveness of passive tuned mass dampers." J. Chin. Inst. Eng., 17(3), 367-376.
29. Lin, C. C., Wang, J. F., and Ueng, J. M. (2001). "Vibration control identification of seismically excited M.D.O.F. structure-PTMD systems." J. Sound Vib. 240(1), 87-115.
30. Lin, T. Y. (1993). "Vibrations of elevated bridge structures caused by high-speed train loadings of Taiwan High-Speed Rail Project." Final Rep., Taiwan High Speed Rail Bureau, Ministry of Transportation and Communications, Taipei, Taiwan.
31. Veletsos, A. S., and Huang, T. (1970). "Analysis of dynamic response of highway bridges." J. Eng. Mech. Div., 96(5), 593-620.
32. Vellozzi, J. (1967). "Vibration of suspension bridges under moving loads." J. Struct. Eng., 93(4), 123-138.
33. Wang, J. F. (2001). "Vibration control of structures with multiple tuned mass dampers considering system interaction effect." PhD thesis, Dept. of Civil Engineering, National Chung-Hsing University, Taichung, Taiwan.
34. Wang, T. L., Shahawy M., and Huang, D. Z. (1992). "Impact in highway prestressed concrete bridges." Comput. Struct. 44(3), 525-534.
35. Wilson, J. F., and Barbas, S. T. (1980). "Response of continuous elasticity supported beam guideways to transit loads." J. Dyn. Syst., Meas., Control, 102, 247-254.
36. Xu, K., and Igusa, T. (1992). "Dynamic characteristics of multiple substructures with closely spaced frequencies." Earthquake Eng. Struct. Dyn., 21, 1059-1070.
37. Yamaguchi, H., and Harnpornchai, N. (1993). "Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations." Earthquake Eng. Struct. Dyn., 22, 51-62.
38. Yang, Y. B., Yau, J. D., and Hsu, L. C. (1997). "Vibration of simple beams due to train movement at high speeds." Eng. Struct. 19(11), 936-944.