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EFFECT OF SEMI-ACTIVE TUNED MASS DAMPER TO CONTROL VIBRATIONS OF A THREE-STOREY BUILDING

Pastia, Cristian, Luca, Septimiu-George, TOMA, Ionut-Ovidiu

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b11/s5.059View metrics

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Title
EFFECT OF SEMI-ACTIVE TUNED MASS DAMPER TO CONTROL VIBRATIONS OF A THREE-STOREY BUILDING
Authors
Pastia, Cristian, Luca, Septimiu-George, TOMA, Ionut-Ovidiu
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-07-0
Language
en
Publication type
Conference Paper
References22

  1. Bakule L., Paulet-Crainiceanu F., Rodellar J., Rossell J.M.. Overlapping Reliable Control for a Cable-Stayed Bridge Benchmark, IEEE Transactions on Control Systems Technology, ISSN 1063-6536, IEEE Trans CST, vol.13., No.4, pp.663-669, 2005.

  2. Budescu M., Taranu G., Plesu G., Taranu N. An Innovative Hybrid Solution to Improve the Seismic Behaviour of a Shear Wall Building Module, Proceedings of the 3rd International Conference on Advanced Materials and Systems, ICAMS Bucharest, Romania, , ISBN 978-86-904721 -6-1, pp. 477-482, 2010.

  3. Connor J. J. Introduction to Structural Motion Control. Prentice Hall, 2003.

  4. Hartog J. P. D. Mechanical Vibrations, McGraw-Hill, New York and London, 1947.

  5. Housner G.W, Bergam L.A, Cauchy T.K., Chassiakos A.G. , Claus R.O., Skelton S.M. and R.E., Soong T.T., Spencer B.F. , and Yao J.P.T. Structural control: Past, present and future control, Journal of Engineering Mechanics (ASCE), 123(9), pp. 897 - 971, 1997.

  6. Hrovat D., Barak P., Rabins M. Semi-active versus passive or active tuned mass damper for structural control"; Journal of Engineering Mechanics Division, ASCE, 109, pp. 691-705, 1983.

  7. Marazzi F. Semi-active Control of Civil Structures: Implementation Aspects. Phd thesis, University of Pavia, Structural Mechanics Department, Italy, 2002.

  8. Pastia C., Luca S.G. Vibration Control of A Frame Structure using Semi-Active Tuned Mass Damper, Bulletin of the Polytechnic Institute of Jassy, Romania, Tomme: LIX (LXIII), fasc. 4, ISSN 1224-3884, pp. 31-40, 2013.

  9. Pinkaew T., Fujino Y. Effectiveness of Semi-Active Tuned Mass Dampers under Harmonic Excitation, Engineering Structures, Vol. 23(7), pp. 850-856, 2001.

  10. Preumont A. Vibration Control of Active Structures: An Introduction 2nd Edition, Kluwer Academic Publishers, 2002. [1 1] Stefancu A.I., Budescu M. , Paulet-Crainiceanu F. Time -History Analysis of Frictionally Damped Structures, Bulletin of the Polytechnic Institute of Jassy, Romania, Tomme: LVII (LXI), fasc. 4, ISSN 1224-3884, pp. 65-74, 2011.

  11. Symans M.D., Constantinou M. C. Development and Experimental Study of Semi- active Fluid Damping Devices for Seismic Protection of Structures, Technical Report NCEER-95 -011, National Centre for Earthquake Engineering Research, Buffalo, New York, 1995.

  12. Bakule L., Paulet-Crainiceanu F., Rodellar J., Rossell J.M.. Overlapping Reliable Control for a Cable-Stayed Bridge Benchmark, IEEE Transactions on Control Systems Technology, ISSN 1063-6536, IEEE Trans CST, vol.13., No.4, pp.663-669, 2005.

  13. Budescu M., Taranu G., Plesu G., Taranu N. An Innovative Hybrid Solution to Improve the Seismic Behaviour of a Shear Wall Building Module, Proceedings of the 3rd International Conference on Advanced Materials and Systems, ICAMS Bucharest, Romania, , ISBN 978-86-904721 -6-1, pp. 477-482, 2010.

  14. Connor J. J. Introduction to Structural Motion Control. Prentice Hall, 2003.

  15. Hartog J. P. D. Mechanical Vibrations, McGraw-Hill, New York and London, 1947.

  16. Housner G.W, Bergam L.A, Cauchy T.K., Chassiakos A.G. , Claus R.O., Skelton S.M. and R.E., Soong T.T., Spencer B.F. , and Yao J.P.T. Structural control: Past, present and future control, Journal of Engineering Mechanics (ASCE), 123(9), pp. 897 - 971, 1997.

  17. Hrovat D., Barak P., Rabins M. Semi-active versus passive or active tuned mass damper for structural control"; Journal of Engineering Mechanics Division, ASCE, 109, pp. 691-705, 1983.

  18. Marazzi F. Semi-active Control of Civil Structures: Implementation Aspects. Phd thesis, University of Pavia, Structural Mechanics Department, Italy, 2002.

  19. Pastia C., Luca S.G. Vibration Control of A Frame Structure using Semi-Active Tuned Mass Damper, Bulletin of the Polytechnic Institute of Jassy, Romania, Tomme: LIX (LXIII), fasc. 4, ISSN 1224-3884, pp. 31-40, 2013.

  20. Pinkaew T., Fujino Y. Effectiveness of Semi-Active Tuned Mass Dampers under Harmonic Excitation, Engineering Structures, Vol. 23(7), pp. 850-856, 2001.

  21. Preumont A. Vibration Control of Active Structures: An Introduction 2nd Edition, Kluwer Academic Publishers, 2002. [1 1] Stefancu A.I., Budescu M. , Paulet-Crainiceanu F. Time -History Analysis of Frictionally Damped Structures, Bulletin of the Polytechnic Institute of Jassy, Romania, Tomme: LVII (LXI), fasc. 4, ISSN 1224-3884, pp. 65-74, 2011.

  22. Symans M.D., Constantinou M. C. Development and Experimental Study of Semi- active Fluid Damping Devices for Seismic Protection of Structures, Technical Report NCEER-95 -011, National Centre for Earthquake Engineering Research, Buffalo, New York, 1995.

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