TECHNICAL PAPERS
Jun 13, 2003

Control of a Civil Structure Using an Electric Machine with Semiactive Capability

Publication: Journal of Structural Engineering
Volume 129, Issue 7

Abstract

This paper concerns the implementation of a brushless DC machine as a force actuator, for use in suppressing vibrations in civil structures. The machine has the dual capability of operation as an active as well as semiactive device. It operates semiactively by using the machine as a generator to convert mechanical energy to electrical energy which is then dissipated. The electrical network uses electronic switching to control the power flow from the machine. With the machine shaft connected to a gear reducer and ballscrew mechanism, the result is a device that resembles a linear damper with a controllable damping coefficient. The only external electrical power required is that which is needed to support the control system intelligence and to control the transistors, enabling the device to be operated on battery power. As an example of an application of such an actuator, simulations are performed in which the semiactive device is used to control a three-story structural model, with acceleration feedback control. The structural control system design approach is the well-established “clipped-optimal” method. Results suggest that this actuator is effective in simultaneously suppressing the interstory drifts and the absolute accelerations of the structure. A comparison is made to a similar configuration using a magnetorheological damper as the semiactive force device.

Get full access to this article

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

References

Dowdell, D. J., and Cherry, S. (1994). “Semi-active friction dampers for seismic response control of structures.” Proc., 5th U.S. National Conf. on Earthquake Engineering, Chicago, Vol. 1, 819–828.
Dyke, S. J., Spencer, Jr., B. F., Sain, M. K., and Carlson, J. D.(1996). “Modeling and control of magnetorheological dampers for seismic response reduction.” Smart Mater. Struct., 5, 565–575.
Feng, Q., Shinozuka, M., and Fujii, X.(1993). “Friction-controllable sliding isolated systems.” J. Eng. Mech., 119(9), 1845–1864.
Gavin, H. P., Hanson, R. D., and Filisko, F. E.(1996). “Electrorheological dampers. I: Analysis and design.” ASME J. Appl. Mech., 63, 669–675.
Hagood, N. W., and von Flotow, A.(1991). “Damping of structure vibrations with piezoelectric materials and passive electrical networks.” J. Sound Vib., 146(2), 243–268.
Housner, G. W., Bergman, L. A., Caughey, T. K., Cassiakos, A. G., Claus, R. O., Masri, S. F., Skelton, R. E., Soong, T. T., Spencer, B. F. J., and Yao, J. T. P.(1997). “Structural control: Past, present and future.” J. Eng. Mech., 123(9), 897–971.
Kannan, S., Uras, H. M., and Aktan, H. M.(1995). “Active control of building seismic response by energy dissipation.” Earthquake Eng. Struct. Dyn., 24(5), 747–759.
Karnopp, D.(1989). “Permanent magnet linear motors used as variable mechanical dampers for vehicle suspensions.” Veh. Syst. Dyn., 18, 187–200.
Kassakian, J. G., Schlecht, M. F., and Verghese, G. C. (1991). Principles of power electronics, Addison-Wesley, Reading, Mass.
Kobori, T., Takahashi, M., Nasu, T., Niwa, N., and Ogasawara, K.(1993). “Seismic response controlled structure with active variable stiffness system.” Earthquake Eng. Struct. Dyn., 22, 925–941.
Krishnan, R. (2001). Electric motor drives: Modeling, analysis, and control, Prentice-Hall, Upper Saddle River, N.J.
Kurata, N., Kobori, T., Takahashi, M., Niwa, N., and Kurino, H. (1994). “Shaking table experiments of active variable damping system.” 1st World Conf. on Structural Control, Los Angeles, TP2, 108–127.
Masri, S. F., Kumar, R., and Ehrgott, R. C.(1995). “Modeling and control of an electrorheological device for structural control applications.” Smart Mater. Struct., 4(Mar.), A121–A131.
Nerves, A. C., and Krishnan, R. (1996). “A strategy for active control of tall civil structures using regenerative electric actuators.” Proc., Engineering Mechanics Conf., Fort Lauderdale, Fla., 503–506.
Nesmir, D., Lin, Y., and Osegueda, R.(1994). “Semiactive motion control using variable stiffness.” J. Struct. Eng., 120(4), 1291–1306.
Patten, W. N., He, Q., Kuo, C. C., Liu, L., and Sack, R. L. (1994). “Sesimic structural control via hydraulic semi-active vibration dampers.” 1st World Conf. on Structural Control, Los Angeles, FA2, 83–89.
Pillay, P., and Krishnan, R.(1989). “Modeling, simulation, and analysis of permanent-magnet motor drives. II: The brushless dc motor drive.” IEEE Trans. Ind. Gen. Appl., 25(2), 274–279.
Soong, T. T. (1990). Active structural control: Theory and practice, Longman Wiley, London.
Spencer, Jr., B. F., Dyke, S. J., Sain, M. K., and Carlson, J. D.(1997). “Phenomenological model of a magnetorheological damper.” J. Eng. Mech., 123(3), 230–238.
Symans, M. D., and Constantinou, M. C.(1997). “Experimental testing and analytical modeling of semiactive fluid dampers for seismic protection.” J. Intell. Mater. Syst. Struct., 8(8), 644–657.
Tseng, H. E., and Hedrick, J. K.(1994). “Semi-active control laws—optimal and sub-optimal.” Veh. Syst. Dyn., 23, 545–69.
Wang, K. W., Lai, J. S., and Yu, W. K.(1996). “An energy-based parametric control approach to structural vibration suppression via semi-active piezoelectric networks.” J. Vibr. Acoust., 118(July), 505–509.
Zhang, Y., and Iwan, W. D.(2001). “Active interaction control of civil structures. Part 1: SDOF systems.” Earthquake Eng. Struct. Dyn., 31, 161–178.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 129Issue 7July 2003
Pages: 951 - 959

History

Received: Aug 20, 2001
Accepted: May 20, 2002
Published online: Jun 13, 2003
Published in print: Jul 2003

Permissions

Request permissions for this article.

Authors

Affiliations

J. T. Scruggs
Graduate Student, Division of Engineering and Applied Science, California Institute of Technology, Pasadena, CA 91125.
W. D. Iwan, M.ASCE
Professor of Applied Mechanics, Division of Engineering and Applied Science, California Institute of Technology, Pasadena, CA 91125.

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