TECHNICAL NOTES
Sep 13, 2002

Further Characteristics for Multiple Tuned Mass Dampers

Publication: Journal of Structural Engineering
Volume 128, Issue 10

Abstract

Through minimization of the minimum values of the maximum displacement and acceleration dynamic magnification factors respectively, the optimum parameters of the multiple tuned mass dampers (MTMDs) with identical stiffness and damping coefficients but unequal mass have been extended. The optimum parameters include the optimum frequency spacing, average damping ratio, and tuning frequency ratio. The numerical results indicate that for the MTMD there exist the near-zero optimum average damping ratio, invariant optimum frequency spacing, irregular change of the optimum tuning frequency ratio, deteriorating range of the effectiveness, failure ranges of the total mass ratio, and maximum allowable total number, which implies that in order to ensure the reliable operation of the MTMD, it is of vital importance to select the optimum parameters of interest in the design.

Get full access to this article

View all available purchase options and get full access to this article.

References

Abe, M., and Fujino, Y.(1994). “Dynamic characterization of multiple tuned mass dampers and some design formulas.” Earthquake Eng. Struct. Dyn., 23, 813–835.
Abe, M., and Igusa, T.(1995). “Tuned mass dampers for structures with closely spaced natural frequencies.” Earthquake Eng. Struct. Dyn., 24, 247–261.
Jangid, R. S.(1995). “Dynamic characteristics of structures with multiple tuned mass dampers.” Struct. Eng. Mech., 3(5), 497–509.
Jangid, R. S.(1999). “Optimum multiple tuned mass dampers for base-excited undamped system.” Earthquake Eng. Struct. Dyn., 28, 1041–1049.
Kareem, A., and Kline, S.(1995). “Performance of multiple mass dampers under random loading.” J. Struct. Eng., 121(2), 348–361.
Li, C.(2000). “Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration.” Earthquake Eng. Struct. Dyn., 29, 1405–1421.
Li, C.(2002). “Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF.” Earthquake Eng. Struct. Dyn., 31, 897–919.
Xu, K., and Igusa, T.(1992). “Dynamic characteristics of multiple substructures with closely spaced frequencies.” Earthquake Eng. Struct. Dyn., 21, 1059–1070.
Yamaguchi, H., and Harnpornchai, N.(1993). “Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations.” Earthquake Eng. Struct. Dyn., 22, 51–62.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 10October 2002
Pages: 1362 - 1365

History

Received: Jan 9, 2001
Accepted: Feb 8, 2002
Published online: Sep 13, 2002
Published in print: Oct 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Chunxiang Li
Associate Professor, School of Civil Engineering and Mechanics, Shanghai Jiao Tong Univ., 1954 Huashan Rd., Shanghai 200030, P.R. China.
Yanxia Liu
PhD Candidate, School of Civil Engineering, Tongji Univ., Shanghai 200092, P.R. China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share