An Analysis of a Tuned Mass Damper under Dynamic Loads

Article Preview

Abstract:

The submitted paper is focused on the design of Tuned Mass Damper in order to reduce excessive level of vibration. This device is designed to be active at the first natural frequency of the structure. Subsequently, the efficiency of the new dynamic system (structure-TMD) is verified for several types of time-dependent loads, which express swaying vandal, jumping vandal and moving pedestrian.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

272-277

Citation:

Online since:

January 2018

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2018 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] K. J. Bathe, Finite Element Procedures, seventh ed., Prentice-Hall, New Jersey, (1996).

Google Scholar

[2] V. Sana, Different approaches to modeling of proportional damping, Applied Mechanics and Materials 769 (2015) 166-171.

DOI: 10.4028/www.scientific.net/amm.769.166

Google Scholar

[3] K. Rektorys, Survey of Applicable Mathematics, seventh ed., Prometheus, Prague, (2000).

Google Scholar

[4] D. Manolakis, V. Ingle, Applied Digital Signal Processing, Cambridge University Press, Cambridge, (2011).

Google Scholar

[5] J. Salvi, E. Rizzi, M. Gavazzeni, Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering, in: Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, Porto, 2014, pp.1729-1736.

Google Scholar