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Abstract

Passive control of vibration of beams subjected to moving loads is studied in which, an optimal tuned mass damper (TMD) system is utilized to suppress the undesirable beam vibration. Timoshenko beam theory is applied to the beam model having three types of boundary conditions, namely, hinged-hinged, hinged-clamped, and the clamped-clamped ends, and the governing equations of motion are solved using the Galerkin method. For every set of boundary conditions, a minimax problem is solved using the sequential quadratic programming method and the optimum values of the frequency and damping ratios for the TMD system are obtained. To show the effectiveness of the designed TMD system, simulations of an actual railway bridge traversed by the S.K.S. Japanese high-speed train are carried out and the dynamic performance of the bridge before and after the installation of the TMD system are compared.

Keywords

vibration suppression Timoshenko beam moving load tuned mass damper passive control optimization

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References

Esmailzadeh

Ghorashi

Vibration analysis of beams traversed by uniform partially distributed moving masses. J. Sound Vibr., 1995, 184 (1), 9–17

Esmailzadeh

Ghorashi

Vibration analysis of Timoshenko beam subjected to a traveling mass. J. Sound Vibr., 1997, 199 (4), 615–628

Kargarnovin

M. H.

Younesian

Thompson

D. J.

Jones

C. J. C.

Ride comfort of high-speed trains traveling over railway bridges. Veh. Syst. Dyn., 2005, 43 (3), 173–197

Esmailzadeh

Jalili

Vehicle-passenger-structure interaction of uniform bridges traversed by moving vehicles. J. Sound Vibr., 2003, 260 (4), 611–635

Jalili

Esmailzadeh

Dynamic interaction of vehicles moving on uniform bridges. Proc. Instn Mech. Engrs, Part K: J. Multi-body Dynamics, 2002, 216 (4), 343–350

Hassanpour Asl

Mehdigholi

Esmailzadeh

Vibration analysis of axially loaded bridges traversed by accelerating vehicles with passenger dynamics. In Proceedings of the ASME Conference on ESDA, Manchester, UK, 2004

Fryba

Vibration of solids and structures under moving loads, 1999 (Thomas Telford, London, UK)

Klasztorny

Reduction of steady-state forced vibration of structures with dynamic absorber. Earthq. Eng. Struct. Dyn., 1995, 24, 1155–1172

Kwon

H. C.

Kim

M. C.

Lee

I. W.

Vibration control of bridges under moving loads. Comp. Struct., 1998, 66, 473–480

10.

Wang

J. F.

Lin

C. C.

Chen

B. L.

Vibration suppression for high-speed railway bridges using tuned mass dampers. Int. J. Solids Struct., 2003, 40, 465–491

11.

Chen

Y. H.

Chen

D. S.

Timoshenko beams with tuned mass dampers to moving loads. J. Bridge Eng., 2004, 9, 167–177

12.

Den Hartog

J. P.

Mechanical vibrations, 1962 (McGraw-Hill, New York, USA)

13.

Kargarnovin

M. H.

Younesian

Dynamics of Timoshenko beams on Pasternak foundation under moving load. Mech. Res. Commun., 2004, 31 (6), 713–723

14.

Dadfarnia

Jalili

Esmailzadeh

A comparative study of the Galerkin approximation utilized in the Timoshenko beam theory. J. Sound Vibr., 2005, 280 (3–5), 1132–1142

15.

Geist

McLaughlin

J. R.

Asymptotic formulas for the eigenvalues of the Timoshenko beam. J. Math. Anal. Appl., 2001, 253, 341–380

16.

Younesian

Esmailzadeh

Sedaghati

Passive vibration control of beams subjected to random excitations with peaked PSD. J. Vibr. Control, 2006, 12 (N9), 941–953

17.

Chen

Y. H.

C. Y.

Dynamic response of elevated high-speed railways. J. Bridge Eng., 2000, 5 (2), 124–130

18.

Y. S.

Yang

Y. B.

Steady-state response and riding comfort of trains moving over a series of simply supported bridges. Eng. Struct., 2003, 25, 251–265

Optimal passive vibration control of Timoshenko beams with arbitrary boundary conditions traversed by moving loads

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