THE ENERGY DISSIPATION RESPONSE OF AN ACTIVE TUNED MASS DAMPER UNDER NON-STATIONARY RANDOM DISTURBANCES-Reference-Cited by-同舟云学术

THE ENERGY DISSIPATION RESPONSE OF AN ACTIVE TUNED MASS DAMPER UNDER NON-STATIONARY RANDOM DISTURBANCES

Published:2004 Issue:575 Volume:69 Page:57-64
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

NISHIMURA Isao¹

Affiliation:

1. Musashi Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/575/69_KJ00004089863/_pdf

Reference14 articles.

1. 1) HARTOG Den. Mechanical Vibration. McGraw-Hill. (1947) p.112-133.

2. 3) AKIYAMA H. Earthquake Resistant Design, Base Isolation and Control of Seismic Responses. International Workshop on Recent Developments in Base-Isolation Techniques for Buildings, April, 1992. (1992) p.49-59.

3. 4) ORMONDROYD J. The Theory of the Dynamic Vibration Absorber. Trans., ASME, Applied Mechanics. (1928) vol.50, p.9-22.

4. 5) ABU-AKEEL A. K. The Electrodynamic Vibration Absorber as a Passive or Active Device. Journal of Engineering for Industry, Trans. ASME. (1967) p.741-753.

5. 6) MORISON J. Comparison of Optimized Active and Passive Vibration Absorber. 14^<th> Annual Joint Automatic Control Conference, Ohio State Univ., Columbus, Ohio, June, 1973. (1973) p.932-938.

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1. AUTHOR'S ANSWER TO THE DISCUSSION BY DR. YAMAMOTO(Masashi YAMAMOTO, J. Struct. Constr. Eng., AIJ, No.581, 149-150, Jul., 2004);Journal of Structural and Construction Engineering (Transactions of AIJ);2004