Vibration control of high-speed railway bridges using viscoelastic dampers modelled by means of fractional derivatives

23rd International Conference on Noise and Vibration Engineering 2008, ISMA 2008

Volumn 5, Issue , 2008, Pages 2867-2877

  Moliner, E ^a   Museros, P ^b   Martinez Rodrigo M D ^a  

^a UNIVERSITAT JAUME I   (Spain)

^b UNIVERSITY OF GRANADA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

VISCOELASTICITY;

DAMPING MATERIAL; FRACTIONAL DERIVATIVES; HIGH-SPEED RAILWAY BRIDGES; RAILWAY BRIDGES; RESONANT VIBRATIONS; SECURITY PROBLEMS; SIMPLY SUPPORTED; VISCO-ELASTIC DAMPERS;

RAILROAD BRIDGES;

EID: 75749112635     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (16)

1. E. Moliner, P. Museros, A. Castillo-Linares, Retrofit of railway bridges for high-speed traffic using discrete viscoelastic dampers. Proceedings of COMPDYN 2007, Computational methods in Structural Dynamics and Earthquake Engineering, Greece, 2007 June 13-16, Rethymno, Crete, paper 1148.
2. B. Samali, K.C.S. Kwok, K.C.S., Use of viscoelastic dampers in reducing wind- and earthquakeinduced motion of building structures, Engineering Structures, Vol 17, No.9, Elsevier (1995), pp.639-654.
3. G.W. Housner, L.A. Bergman, T.K. Caughey, A.G. Chassiakos, R. O. Claus, S.F. Masri, R.E. Skelton, T.T. Soong, B.F. Spencer, J.T.P. Yao, Structural Control: Past, Present and Future, Journal of Engineering Mechanics, Vol 123, No.9, ASCE (1997), September 1997
4. David L.G. Jones, Handbook of viscoelastic vibration damping, John Wiley & Sons, England, 2001
5. Zhao-Dong Xu, Earthquake Mitigation study on viscoelastic dampers for reinforced concrete structures, Journal of Vibration and Control, Vol 13, No. 1, SAGE Publications (2007), pp. 29-43
6. Shen K.L, Soong, T.T., Modelling of viscoelastic dampers for structural applications, Journal of Engineering Mechanics, Vol 120, No. 6, ASCE (1995), pp. 694-701
7. C.S. Tsai, H.H. Lee, Applications of viscoelastic dampers to high-rise buildings, Journal of Structural Engineering, Vol 119, No.4, ASCE (1992), April 1993
8. European Committee for Standardisation (CEN), Eurocode: Basis of Structural Design: Annex A2: Application for bridges. Final PT Draft EN 1990 pr Annex A2 (pre-European Standard), 2002
9. European Committee for Standardisations (CEN), Eurocode 1: Actions on structures-Part 2: Traffic loads on bridges. EN 1991-2, 2003
10. P. Museros, M. D. Martínez-Rodrigo, Vibration control of simply supported beams under moving loads using fluid viscous dampers, Journal of Sound and Vibration, Vol. 300, Elsevier (2007), pp. 292-315
11. Z. Oniszczuk, Free transverse vibrations of elastically connected simply supported double-beam complex system. Journal of Sound and Vibration, 232(2), 387-403, 2000
12. H. V. Vu, A.M. Ordóñez, B.H. Karnopp, Vibration of a double beam system. Journal of Sound and Vibration, 229(4), 807-822, 2000
13. Z. Oniszczuk, Forced transverse vibrations of an elastically connected complex simply supported double-beam system. Journal of Sound and Vibration, 264, 273-286, 2003.
14. R. L. Bagley, P. J. Torvik, On the fractional calculus model of viscoelastic behaviour, Journal of Rheology, Vol 30, No.1, (1986), pp.133-155
15. M. Abu-Hilal, Dynamic response of a double Euler-Bernoulli beam due to a moving constant load. Journal of Sound and Vibration, 297, 477-491, 2006.
16. R. Boonen, P. Sas, Modified Smith Compensation for Feedback Active Noise Control in Ducts, in R. Boonen, editor, Proceedings of The 2001 International Congress and Exhibition on Noise Control Engineering, the Hague, The Netherlands, 2001 August 27-30, The Hague (2001), pp. 619-624