TECHNICAL NOTES
Apr 1, 1998
Beam-Type Dynamic Vibration Absorber Comprised of Free-Free Beam
Authors: Keizi Kawazoe, Iwao Kono, Member, ASCE,, Tadayoshi Aida, Toshihiko Aso, and Kazushi EbisudaAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 124, Issue 4
Abstract
This note presents a new beam-type vibration absorber having a suppressing effect on several vibration modes of beams. An approximate tuning method of the beam-type dynamic absorber is proposed, in which application is made of the tuning conditions of an absorber in the two-degrees-of-freedom system. Numerical investigations have shown the approximate tuning method to be useful and have demonstrated the effectiveness of the beam-type dynamic vibration absorber.
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References
1.
Den Hartog, J. P. (1956). Mechanical vibrations, 4th Ed., McGraw-Hill Book Co., Inc., New York, N.Y.
2.
Jacqout, R. G.(1978). “Optimal dynamic vibration absorbers for general beam systems.”J. Sound Vib., 60, 535–542.
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: Apr 1, 1998
Published in print: Apr 1998
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Authors
Affiliations
Keizi Kawazoe
Engr., Japan Steel Tower Co., Ltd., 1-7-1 Kitahama, Wakamatsu-ku, Kitakyushu, Fukuoka, 808, Japan.
Iwao Kono, Member, ASCE,
Mgr., Japan Steel Tower Co., Ltd., 1-7-1 Kitahama, Wakamatsu-ku, Kitakyushu, Fukuoka, 808, Japan.
Tadayoshi Aida
Prof., Dept. Civ. Engrg., Yamaguchi Univ., 2557 Tokiwadai, Ube, 755, Japan.
Toshihiko Aso
Asst. Prof., Dept. Civ. Engrg., Yamaguchi Univ., 2557 Tokiwadai, Ube, 755, Japan.
Kazushi Ebisuda
Engr., Hiroshima Prefecture Ofc., 10-50 Motomachi, Naka-ku, Hiroshima, 730, Japan.
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