TECHNICAL PAPERS
Mar 1, 1995

Control of Buildings Using Active Tuned Mass Dampers

Publication: Journal of Engineering Mechanics
Volume 121, Issue 3

Abstract

A closed-loop complete-feedback control algorithm is proposed for the control of a building modeled as a single-degree-of-freedom (SDOF) system using an active tuned mass damper (ATMD). The control force is calculated from the acceleration, velocity, and displacement feedbacks of the SDOF system and the active mass damper. The passive-control-device properties, including the stiffness and damping constants of the tuned mass damper and the three gain coefficients of the actuator, are derived by minimizing the displacement variance of the SDOF system. Simulations are performed to evaluate the performance of the active-tuned-mass-damper design on the examples of a SDOF system and a 10-story three-bay building frame. The results show that the control efficiency of the ATMD based on velocity feedback depends on the passive-control-device properties assumed. Also, the ATMD with optimal passive properties using complete feedback results in further reduction in the structural displacement. The results also show that for the same level of reduction in structural displacements, the control force required is smaller using complete feedback.

Get full access to this article

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

References

1.
Abdel-Rohman, M.(1984). “Optimal design of active TMD for building control.”Build. and Envir., 19(3), 191–195.
2.
Ayorinde, E. O., and Warburton, G. B. (1980). “Minimizing structural vibrations with absorbers.”Earthquake Engrg. and Struct. Dynamics, Vol. 8, 219–236.
3.
Chang, J. C. H., and Soong, T. T.(1980). “Structural control using active tuned mass damper.”J. Engrg. Mech., ASCE, 106(6), 1091–1098.
4.
Clough, R. W., and Penzien, J. (1975). Dynamics of structures . McGraw-Hill Book Co., Inc., New York, N.Y., 555–562.
5.
Crandall, S. H., and Mark, W. D. (1963). Random vibration in mechanical systems . Academic Press, Inc., San Diego, Calif.
6.
Isyumov, N., Holmes, J., and Davenport, A. G. (1975). “A study of wind effects for the first national city corporation project—New York, U.S.A.”Res. Rept. BLWT-551-75, Univ. of Western Ontario, London, Ontario, Canada.
7.
Kobori, T. (1990). “State-of-the-art of seismic response control research in Japan.”Proc., U.S. Nat. Workshop on Struct. Control Res., G. W. Housner and S. F. Masri, eds., Univ. of Southern California, Los Angeles, Calif., 1–21.
8.
Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y. (1991a). “Seismic-response-controlled structures with active mass driver system. Part 1: Design.”Earthquake Engrg. and Struct. Dynamics, Vol. 20, 135–149.
9.
Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y. (1991b). “Seismic-response-controlled structures with active mass driver system. Part 2: Verification.”Earthquake Engrg. and Struct. Dynamics, Vol. 20, 151–166.
10.
Koizumi, T., Furuishi, Y., and Tsijiuchi, N. (1989). “Active control of structural vibration by an active mass damper (comparison between the performance of active mass damper and passive mass damper against the earthquake motion).”J. Japan Soc. of Mech. Engrs. Sect. C, Tokyo, Japan, 55(515), 1602–1608 (in Japanese).
11.
Luft, R. W.(1979). “Optimal tuned mass dampers for buildings.”J. Struct. Div., ASCE, 105(12), 2766–2772.
12.
McNamara, R. J.(1977). “Tuned mass dampers for buildings.”J. Struct. Div., ASCE, 103(9), 1785–1798.
13.
Naiem, F. (1989). “Design for drift and lateral stability.”The seismic design handbook, F. Naiem, ed., Van Nostrand Reinhold, New York, N.Y.
14.
Naruse, T., and Hirashima, Y. (1987). “Enwicklung eines passiven dynamischen schwingungs dampers.”STAHLBAU 7/1987, Germany, 193–196 (in German).
15.
Tsijiuchi, N., Koizumi, T., and Furuishi, Y. (1991). “Active control of structural vibration by an active mass damper (2nd report, The dynamic response and the performance of vibration suppression against the earthquake motion and wind force).”J. Japan Soc. of Mech. Engrs., Sect. C, Tokyo, Japan, 57(536), 63–68 (in Japanese).
16.
Warburton, G. B., and Ayorinde, E. O. (1980). “Optimum absorber parameters for simple systems.”Earthquake Engrg. and Struct. Dynamics, Vol. 8, 197–217.
17.
Wylie, C. R., and Barrett, L. C. (1982). Advanced engineering mathematics . McGraw-Hill Book Co., Inc., 971–975.
18.
Yang, J. N.(1982). “Control of tall buildings under earthquake excitations.”J. Engrg. Mech., ASCE, 108(5), 833–849.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 121Issue 3March 1995
Pages: 355 - 366

History

Published online: Mar 1, 1995
Published in print: Mar 1995

Permissions

Request permissions for this article.

Authors

Affiliations

C. C. Chang
Asst. Prof., Dept. of Mech. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong.
Henry T. Y. Yang
Chancellor, Univ. of California, Santa Barbara, CA 93106.

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