TECHNICAL PAPERS
Oct 1, 1993

Optimal Control of Structures with Acceleration, Velocity, and Displacement Feedback

Publication: Journal of Engineering Mechanics
Volume 119, Issue 10

Abstract

An optimal‐control algorithm with acceleration, velocity, and displacement feedback is proposed. The algorithm, which is derived by minimizing a quadratic time‐dependent performance index, includes constant control gains that need to be calculated once in the beginning of the control process. Numerical results indicate that for base‐isolated structures, the utilization of acceleration feedback in the control scheme performs as well as the previously proposed algorithm that includes only velocity‐displacement feedback. In the case of non‐base‐isolated structures, the new scheme demonstrates a better performance. Due to difficulties present in measuring the displacement of a system, inclusion of the acceleration feedback in the control algorithm increases its practical value for possible implementations.

Get full access to this article

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

References

1.
Abdel‐Rohman, M., and Leipholz, H. H. (1978). “Active control of flexible structures.” J. Struct. Div., ASCE, 104(8), 1251–1266.
2.
Chung, L. L., Lin, R. C., Soong, T. T., and Reinhorn, A. M. (1989). “Experimental study of active control for MDOF seismic structures.” J. Engrg. Mech., ASCE, 115, 1609–1627.
3.
Chung, L. L., Reinhorn, A. M., and Soong, T. T. (1988). “Experiments on active control of seismic structures.” J. Engrg. Mech., ASCE, 114(2), 241–256.
4.
Fan, F. G., Ahmadi, G., Mostaghel, N., and Tadjbakhsh, I. G. (1991). “A performance analysis of aseismic base isolation systems for a multi‐story building.” Soil Dyn. Earthquake Engrg., 10(3), 152–170.
5.
Hadjian, A. H., and Tseng, W. S. (1986). “A comparative evaluation of passive seismic isolation schemes.” ATC‐17, Proc., Seminar and Workshop on Base Isolation and Passive Energy Dissipation, 271–283.
6.
Kelly, J. M. (1985). “Aseismic base isolation.” Shock and Vibration Digest, 17(7), 3–14.
7.
Kelly, J. M. (1986). “Aseismic base isolation, review and bibliography.” Soil Dyn. and Earthquake Engrg., 5(3), 202–216.
8.
Kelly, J. M., Leitmann, G., and Soldatos, A. G. (1987). “Robust control of base‐isolated structures under earthquake excitation.” J. Optim. Theory Appl., 53(2), 159–180.
9.
Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y. (1991a). “Seismic response‐controlled structures with active mass driver system, part 1: design.” Earthquake Engrg. Struct. Dyn., 20, 131–149.
10.
Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y. (1991b). “Seismic response‐controlled structures with active mass driver system, part 2: verification.” Earthquake Engrg. Struct. Dyn., 20, 151–166.
11.
Kobori, T., and Takuji. (1990). “State‐of‐the‐art of seismic response control research in Japan.” Proc., U.S. Nat. Workshop on Struct. Control Res., Univ. of Southern California, Los Angeles, Calif.
12.
Meirovitch, L. (1990). Dynamics and control of structures. John Wiley and Sons, Inc., New York, N.Y.
13.
Miller, R. K., Masri, S. F., Dehghanyar, T. J., and Caughey, T. K. (1988). “Active vibration of large civil structures.” J. Engrg. Mech., ASCE, 114(9), 1542–1570.
14.
Su, L., Ahmadi, G., and Tadjbakhsh, I. G. (1989). “A comparative study of performance of various base isolation systems—part 1: shear beam structures.” Earthquake Engrg. and Struct. Dyn., 18(1), 11–32.
15.
Tadjbakhsh, I. G., and Rofooei, F. (1992). “Optimal hybrid control of structures under earthquake excitations.” J. Earthquake Engrg. and Struct. Dyn., 21(3), 233–252.
16.
Tadjbakhsh, I. G., and Su, Y. A. (1989). “Optimal coupled—modal control of distributed parameter systems with discrete actuators.” J. Appl. Mech., 56(4), 941–946.
17.
Yang, J. N. (1975). “Application of optimal control theory to civil engineering structures.” J. Engrg. Mech. Div., ASCE, 101(6), 819–839.
18.
Yang, J. N., Akbarpur, A., and Ghaemmaghami, P. (1987). “New optimal control algorithms for structural control.” J. Engrg. Mech., ASCE, 113(9), 1369–1386.
19.
Yang, J. N., Danielians, A. M., and Liu, S. C. (1991). “Aseismic hybrid control systems for building structures.” J. Engrg. Mech., ASCE, 117(4), 836–853.
20.
Yang, J. N., Li, Z., and Liu, S. C. (1991). “Instantaneous optimal control with velocity and acceleration feedbacks.” J. Probablistic Engrg. Mech., 6(3), 204–211.
21.
Yang, J. N., Long, F. X., and Wong, D. (1988). “Optimal control of nonlinear structures.” J. Appl. Mech., 55(12), 931–938.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 10October 1993
Pages: 1993 - 2010

History

Received: May 6, 1992
Published online: Oct 1, 1993
Published in print: Oct 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Fayaz R. Rofooei
Asst. Prof., Dept. of Civ. Engrg., Sharif Univ. of Technol., P.O. Box 11365‐9313, Tehran, Iran
Iradj G. Tadjbakhsh
Asst. Prof., Dept. of Civ. Engrg., Sharif Univ. of Technol., P.O. Box 11365‐9313, Tehran, Iran

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