Control of Wind-Induced Self-Excited Oscillations by Transfer of Internal Energy to Higher Modes of Vibration. I: Analysis in Two Degrees of Freedom-Reference-Cited by-同舟云学术

Control of Wind-Induced Self-Excited Oscillations by Transfer of Internal Energy to Higher Modes of Vibration. I: Analysis in Two Degrees of Freedom

Published:2003-05 Issue:5 Volume:129 Page:514-525
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Le Diouron Thomas¹,Fujino Yozo²,Abe Masato³

Affiliation:

1. Engineer, Advitam Inc., Tokyo, Japan; formerly, Graduate Student, Dept. of Civil Engineering, Univ. of Tokyo.

2. Professor, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-Ku Tokyo 113-8656.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-Ku Tokyo 113-8656.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A5%28514%29

Reference4 articles.

1. Passive control of self-excited oscillation by change of mode shape using magnetic damper.;Abe M.;J. Struct. Eng.,1998

2. Nakano R. Katamura R. and Kaneko S. (1997). “Countermeasures for wind-induced cable vibrations of cable-stayed bridge by changing the vibration modes.” JSME D&D Conf. 281–284 (in Japanese).

3. Aeroelastic galloping of prismatic bodies.;Novak M.;J. Eng. Mech. Div., Am. Soc. Civ. Eng.,1969

4. THE SQUARE PRISM AS AN AEROELASTIC NON-LINEAR OSCILLATOR

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