ACTIVE OPTIMAL CONTROL OF ABRIDGE TOWER AGAINST GALLOPING USING AN OPTIMAL OBSERVER-Reference-Cited by-同舟云学术

ACTIVE OPTIMAL CONTROL OF ABRIDGE TOWER AGAINST GALLOPING USING AN OPTIMAL OBSERVER

Published:1993-04-21 Issue:465 Volume:1993 Page:13-24
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

ALAM S. M. Shahid¹,BABA Shunsuke¹,MATSUMOTO Masaru²

Affiliation:

1. Dept. of Civil Engineering, Nagoya University

2. Dept. of Civil Engineering, Kyoto University

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1993/465/1993_465_13/_pdf

Reference19 articles.

1. 1) Fujino, Y., Warnitchai, P. and Ito, M.: Suppression of Galloping of Bridge Tower Using Tuned Mass Damper, Journal of the Faculty of Engineering, the University of Tokyo (B), Vol. 38, No. 2, pp. 49-73, 1985.

2. 2) Blevins, R. D. and Iwan, W. D.: The Galloping Response of a Two Degree of Freedom System, Journal of Applied Mechanics, Transaction of ASME, pp. 1113-1118, 1974.

3. 3) Pheinsusom, P. and Fujino, Y.: Galloping of Structure with Two Closely-Spaced Natural Frequencies, Proc. of JSCE, No. 392/I-9, pp. 215-225, 1988.

4. 4) Pheinsusom, P. and Fujino, Y.: Effect of Turbulence on the Modal Interaction in Galloping of Structure with Two Closely-Spaced Natural Frequencies (Technical Note), Proc. of JSCE, No. 398/I-10, pp. 193-196, 1988.

5. 5) Balas, M. J.: Direct Velocity Feedback Control of Large Space Structures (Engineering Notes) J. Guidance and Control, Vol. 2, No. 3, pp. 252-253, 1979.

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