Multiple Controllers of Wind-Induced Oscillations of a Long Span Bridge

Author:

Battista Ronaldo,Pfeil Michèle,Velihovetchi Nilton,Maciel Ariel

Abstract

<p>A new system of multiple synchronized dynamic attenuators (MSDA) has been installed in the Rio- Niterói bridge to prevent that cross-winds of relatively low velocities set into vortex-induced oscillations the lightly damped and remarkably long three continuous spans of the world’s largest steel twin-box-girder bridge. The conceptual design of this passive control system, together with its main geometric and physical characteristics, are briefly described herein. A short account is given on how an experimentally calibrated mathematical-numerical model for the aeroelastic problem, combined with optimization techniques, were used to assist in designing feasible mechanical control devices to upgrade the serviceability of this bridge and users’ comfort. The performance of the MSDA system is demonstrated through experimental measurements and comparisons of numerical results obtained for time responses of the original and the controlled structure.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference9 articles.

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2. BATTISTA, R.C. et al., "Global Analysis of the Structural Behaviour of the central spans of Rio-Niterói bridge" (in portuguese), PONTE SA Contract Report, Vol.3, ET-150747 COPPETEC, Rio de Janeiro, November 1997.

3. R.C.BATTISTA and M.S.PFEIL, "Monitoring and control of wind-induced oscillations of a steel bridge", EURODYN'2002, Proceedings of the fourth European Conference on Structural Dynamics, Munich, Germany, September 2002,vol. 2, Balkema, Swets &

4. Zeitlinger Publishers, Lisse, 2002, pp. 925 - 930.

5. R.C.BATTISTA et al., "Conceptual and preliminary design of a passive control system of múltiple TMD’s to attenuate wind-induced oscillations of the Rio-Niteroi bridge", PONTE S.A Contract Report, vol. 13, PEC 0685 COPPETEC, Rio de Janeiro, January, 2000.

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