Abstract
Tuned mass dampers (TMDs) is widely used in civil engineering. the performance of this device depends on their state parameters and therefore the evolution of the bridge may pull down the efficiency of this kind of device. Active tuned mass damper (ATMD) have been explored widely for applications in damping response control of bridges under construction. This paper presents a new semi-active control based on an electromechanical device. This semi-active tool consists of a pendulum coupled to an alternator. The alternator converts the mechanical energy of the oscillating pendulum into electric energy to be dissipated through an exterior resistor via Joule effect. In order to damp the torsional mode of a bridge during successive construction phases, the electromechanical actuator was connected to the bridge and its parameters were changed in real time by using a new semi-active control law. This control law, once applied to the resistor, permits to modify in real time the damping coefficients and the stiffness of the TMD with the aim of obtaining an optimal configuration for the actuator at each construction phase. Numerical and experimental validations on a small-scale bridge dynamical behaviour confirm the interest of the approach.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Frahm, H.: Devices for damping vibrations of bodies. US Patent n. 989, 958 (1911)
Ormondroyd, J., Den Hartog, J.P.: The theory of the dynamic vibration absorber. Trans. Am. Soc. Mech. Eng. 50, A9–A22 (1928)
Den Hartog, J.P.: Mechanical Vibrations. McGraw Hill, New York (1947)
Fujino, Y., Masato, A.: Design formulas for tuned mass dampers based on a perturbation technique. Earthquake Eng. Struct. Dynam. 22, 833–854 (1993)
Warburton, G.B.: Optimal absorber parameters for various combinations of response and excitation parameters. Earthquake Eng. Struct. Dynam. 10, 381–401 (1982)
Soong, T.T., Dargush, G.F.: Passive energy dissipation systems in structural engineering. John Wiley & Sons, Chichester (1997)
Karnopp, D., Crosby, M.J., Harwood, R.A.: Vibration control using semi-active forces generators. J. Eng. Ind. Trans. ASME 86, 619–626 (1974)
Kobori, T., Takahashi, M., Nasu, T., Niwa, N.: Seismic response controlled structure with active variable stiffness. Earthquake Eng. Struct. Dynam. 22, 925–941 (1993)
Patten, W.N., Sach, R.L., Yen, W., Mo, C., Wu, H.C.: Seismic motion control using semi-active hydraulic force actuators. J. Struct. Eng.-ASCE 122, 187–192 (1996)
Feng, Q., Shinozuka, M.: Use of a variable damper for hybrid control of bridge response under earthquake. In: Proc. of US Nat. Workshop Structural Control Research USC Publ. N CE-9013 (1990)
Symans, M.D., Constantinons, M.C.: Seismic testing of a building structure with a semi-active fluid damper control system. Earthquake Eng. Struct. Dynam. 26, 759–777 (1997)
Dyke, S.J., Spencer, B.F., Sain, M.K., Carlson, J.D.: Modeling and control of magnetorheological dampers for seismic response reduction. Smart Mater. Struct. 5, 565–575 (1996)
Bisegna, P., Caruso, G., Maceri, F.: Optimized electric networks for vibration damping of piezoactuated beams. J. Sound Vib. 289, 908–937 (2006)
Scruggs, J.T., Iwan, W.D.: Control of a civil structure using an electric machine with semi-active capability. J. Struct. Eng.-ASCE 129, 951–959 (2003)
Nagarajaiah, S., Varadarajan, N.: Novel semi-active variable stiffness tuned mass damper with real time returning capability. In: Proc. 13th Engeneering Mechanics Conf., ASCE, Reston, Va (2000)
Varadarajan, N., Nagarajaiah, S.: Semi-active variable stiffness tuned mass damper for response control of wind-excited tall building: Benchmark problem. In: Proc. 13th Engeneering Mechanics Conf., ASCE, Reston, Va (2000)
Ben Mekki, O., Frédéric, B., Franco, M.: Smorzamento passivo delle vibrazioni dei ponti strallati: analisi sperimentale su modello. In: Proc. XXXV Conf. Italian Association Stress Analysis - AIAS, Ancona, Italy (2006) (in Italian)
Ben Mekki, O., Frédéric, B., Franco, M., Nguyen Van Phu, C.: An adaptive pendulum for evolving structures. In: Proc. 4th World Conf. Structural Control and Monitoring, San Diego, USA (2006)
Ben Mekki, O.: Contrôle semi-actif des structures flexibles. PhD Thesis, University of Rome ‘‘Tor Vergata’’(Rome, Italy) and Ecole Nationale des Ponts et Chaussées (Paris, France) (2006) (in French)
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2012 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Ben Mekki, O., Bourquin, F., Maceri, F. (2012). Control of Bridge Structures with Semi-active Tuned Mass Damper. In: Frémond, M., Maceri, F. (eds) Mechanics, Models and Methods in Civil Engineering. Lecture Notes in Applied and Computational Mechanics, vol 61. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-24638-8_32
Download citation
DOI: https://doi.org/10.1007/978-3-642-24638-8_32
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-24637-1
Online ISBN: 978-3-642-24638-8
eBook Packages: EngineeringEngineering (R0)