TECHNICAL PAPERS
Mar 1, 1992

Using Component Mode Synthesis and Static Shapes for Tuning TMDs

Publication: Journal of Structural Engineering
Volume 118, Issue 3

Abstract

The application of the component mode synthesis (CMS) method to calculate the optimum tuned mass‐damper parameters is extended by adding a number of static mode shapes to the formulation. It is shown that the addition of these modes can result in a better accuracy of the responses. A three‐dimensional floor model is used to illustrate this technique. In addition, the tuning parameters are compared to values found using the customary equivalent single degree of freedom (SDOF) model for optimization. It is shown that when several mass dampers are tuned to a single mode, the equivalent SDOF model for optimization cannot generate the optimum parameters for these tuned mass dampers. It is also found that using the CMS method with the addition of the static mode shape can result in significant reduction in the computational effort for the system response. It is also concluded that when n number of tuned mass dampers are used to reduce the level of vibration of a single mode, the optimality criterion is expected to produce n+1 number of equal peaks in the response curve near that natural frequency.

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References

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“Commentary A. Serviceability criteria for deflections and vibrations.” (1985). Supplement to the National Building Code of Canada, National Research Council of Canada, Ottawa, Canada, 146–152.
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Setareh, M., and Hanson, R. D. (1990). “Use of tuned mass dampers for the vibration control of floors subjected to human movements.” Report No. UMCE 90‐10, University of Michigan, Ann Arbor, Mich.
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Setareh, M., and Hanson, R. D. (1992b). “Tuned mass dampers to control floor vibration from humans.” J. Struct. Engrg., ASCE, 118(3), 741–762.
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Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 118Issue 3March 1992
Pages: 763 - 782

History

Published online: Mar 1, 1992
Published in print: Mar 1992

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Authors

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Mehdi Setareh, Associate Member, ASCE
Asst. Prof., Dept of Civ. Engrg., Univ. of Michigan, Ann Arbor, MI
Robert D. Hanson
Prof., Dept. of Civ. Engrg., Univ. of Michigan, Ann Arbor, MI 48109‐2125
Ralf Peek, Members, ASCE
Asst. Prof., Dept of Civ. Engrg., Univ. of Michigan, Ann Arbor, MI
Asst. Prof., Coll. of Arch. and Design, Lawrence Tech. Univ., Southfield, MI 48075‐1058

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