Modelling and identification of the dynamic response of a supported bridge

Mechanical Systems and Signal Processing

Volumn 14, Issue 1, 2000, Pages 75-89

  Piombo, B A D ^a   Fasana, A ^a   Marchesiello, S ^a   Ruzzene, M ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION MEASUREMENT; ACCELEROMETERS; COMPUTER SIMULATION; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; ESTIMATION; GROUND VEHICLES; NATURAL FREQUENCIES; RANDOM PROCESSES; STRUCTURAL LOADS;

MODAL PARAMETERS; QUALITY INDEX; THREE SPAN SUPPORTED BRIDGE; WAVELET ESTIMATION TECHNIQUES;

HIGHWAY BRIDGES;

EID: 0033875044     PISSN: 08883270     EISSN: None     Source Type: Journal    
DOI: 10.1006/mssp.1999.1266     Document Type: Article

References (18)

1. CHUI C. K. Wavelets Analysis and Applications: An Introduction to Wavelets. 1992;Academic Press, New York.
2. DAUBECHIES I. Ten Lectures on Wavelets. 1992;Society for Industrial and Applied Mathematics, Philadelphia.
3. RUZZENE M., FASANA A., GARIBALDI L., PIOMBO B. Natural frequencies and dampings identification using Wavelet Transform: application to real data. Mechanical Systems and Signal Processing. 11:1997;207-218.
4. STASZEWSKI W. J., COOPER J. E. Flutter data analysis using the Wavelet Transform. Proceedings of the International Congress MV2, Lyon. 1995.
5. STASZEWSKI W. J. Identification of damping in MDOF systems using time-scale decomposition. Journal of Sound and Vibration. 203:1997;283-305.
6. FASANA A., GARIBALDI L., PIOMBO B., RUZZENE M. Identification of the dynamic behaviour of bridges under ambient excitation using wavelet transform. Proceedings of the Non-Destructive Evaluation (NDE) SPIE Conference. 1996.
7. FASANA A., GARIBALDI L., PIOMBO B., RUZZENE M. Application of the Wavelet Estimation Technique for the analysis of a motorway bridge. Proceedings of the DAMAS Conference, 30 June-2 July, Sheffield, U.K. 1997.
8. VANDIVER J. K., DUNWOODY A. B., CAMPBELL R. B., COOK M. F. A mathematical basis for the Random Decrement vibration signature analysis technique. Journal of Mechanical Design. 104:1982;307-313.
9. MARCHESIELLO S., FASANA A., GARIBALDI L., PIOMBO B. Dynamics of multi-span continuous bridges subject to MDOF moving vehicles excitation. Journal of Sound and Vibration. 224:1999;541-561.
10. NEWLAND D. E. Mechanical Vibration Analysis and Computation. 1989;Longman, Harlow.
11. GREEN M. F., CEBON D. Dynamic response of highway bridges to heavy vehicle loads: theory and experimental validation. Journal of Sound and Vibration. 170:1994;51-78.
12. LEISSA A. W. The free vibration of rectangular plates. Journal of Sound and Vibration. 31:1973;257-293.
13. YOUNG D. Vibration of rectangular plates by the Ritz Method. Journal of Applied Mechanics. 17:1950;448-453.
14. KIM C. S., YOUNG P. G., DICKINSON S. M. On the flexural vibration of rectangular plates approached by using simple polynomials in the Rayleigh-Ritz method. Journal of Sound and Vibration. 143:1990;379-394.
15. CHATTERJEE P. K., DATTA T. K., SURANA C. S. Vibration of continuous bridges under moving vehicles. Journal of Sound and Vibration. 169:1994;619-632.
16. COUSSY O., SAID M., VAN HOOVE J. P. The influence of random surface irregularities on the dynamic response of bridges under suspended moving loads. Journal of Sound and Vibration. 130:1989;313-320.
17. HWANG E. S., NOWAK A. S. Simulation of dynamic load for bridges. American Society of Civil Engineers, Journal of Structural Engineering. 117:1991;1413-1434.
18. EWINS D. J. Modal Testing Theory and Practice. 1995;Research Studies Press, Taunton.