Vibration of parabolic tied-arch beams due to moving loads

International Journal of Structural Stability and Dynamics

Volumn 6, Issue 2, 2006, Pages 193-214

  Yau, Jong Dar ^a  

^a TAMKANG UNIVERSITY   (Taiwan)

Author keywords

Arch; Moving loads; Resonance; Vibration

Indexed keywords

ARCH BRIDGES; BEAMS AND GIRDERS; EQUATIONS OF MOTION; MATHEMATICAL TRANSFORMATIONS; RESONANCE; STRUCTURAL LOADS;

MOVING LOADS; TIED-ARCH BRIDGE; UNCOUPLED EQUATIONS; VIBRATION SHAPE;

VIBRATIONS (MECHANICAL);

EID: 33646877494     PISSN: 02194554     EISSN: None     Source Type: Journal    
DOI: 10.1142/S0219455406001915     Document Type: Article

References (22)

1. Y. B. Yang, J. D. Yau and L. C. Hsu, Vibration of simple beams due to trains moving at high speeds, Eng. Struct. 19(11) (1997) 936-944.
2. Y. B. Yang and J. D. Yau, Vehicle-bridge interaction element for dynamic analysis, J. Struct. Eng. 123(11) (1997) 1512-1518.
3. J. Z. Li and M. B. Su, The resonant vibration for a simply supported girder bridge under high-speed trains, J. Sound Vib. 224 (1999) 897-915.
4. J. D. Yau, Y. B. Yang and S. R. Kuo, Impact response of high speed rail bridges and riding comfort of rail cars, Eng. Struct. 21(9) (1999) 836-844.
5. J. D. Yau, Resonance of continuous bridges due to high speed trains, J. Marine. Sci. Tech. 9(1) (2001) 14-20.
6. Y. B. Yang, C. M. Wu and J. D. Yau, Dynamic response of a horizontally curved beam subjected to vertical and horizontal moving loads, J. Sound Vib. 242(3) (2001) 519-537.
7. J. D. Yau, Y. S. Wu and Y. B. Yang, Impact response of bridges with elastic bearings to moving loads, J. Sound Vib. 248 (2001) 9-30.
8. S. H. Ju and H. T. Lin, Resonance characteristics of high-speed trains passing simply supported bridges, J. Sound Vib. 267 (2003) 1127-1141.
9. Y. B. Yang, C. L. Lin, J. D. Yau and D. W. Chang, Mechanism of resonance and cancellation for train-induced vibrations on bridges with elastic bearings, J. Sound Vib. 269 (2004) 345-360.
10. P. Museros, Influence of the second bending mode on the response of high-speed bridges at resonance, J. Struct. Eng. 131(3) (2005) 404-415.
11. J. D. Yau and Y. B. Yang, Vertical accelerations of simple beams due to successive loads traveling at resonant speeds, J. Sound Vib. 289(1-2) (2006) 210-228.
12. Y. B. Yang, J. D. Yau and W. S. Wu, Vehicle-Bridge Interaction Dynamics - With Applications to High-Speed Railways (World Scientific, Singapore, 2004).
13. L. Fryba, Vibration of Solids and Structures under Moving Loads, 3rd edn. (Academia Prague, 1999).
14. P. K. Chatterjee and T. K. Datta, Dynamic analysis of arch bridges under travelling loads, Int. J. Solid. Struct. 32(11) (1995) 1585-1594.
15. S. H. Ju and H. T. Lin, Numerical investigation of a steel arch bridge and interaction with high-speed trains, Eng. Struct. 25 (2003) 241-250
16. J. S. Wu and L. K. Chiang, Dynamic analysis of an arch due to a, moving load, J. Sound Vib. 269 (2004) 511-534.
17. D. Huang, Dynamic and impact behavior of half-through arch bridges, J. Bridge Eng. 10(2) (2005) 133-141.
18. V. Leontovich, Frames and Arches: Condensed Solutions for Structural Analysis (McGraw-Hill, New York, 1959).
19. S. P. Timoshenko and J. M. Gere, Theory of Elastic Stability, 2nd edn. (McGraw-Hill, New York, 1961).
20. R. W. Clough and J. Penzien, Dynamics of Structures (McGraw Hill, New York, 1975).
21. Y. B. Yang, S. S. Liao and B. H. Lin, Impact formulas for vehicles moving over simple and continuous beams, J. Struct. Eng. 121(11) (1995) 1644-1650.
22. N. M. Newmark, A method of computation for structural dynamics, J. Eng. Mech. Div. 85 (1) (1959) 67-94.