KELVIN-TYPE FORMULATION AND ITS ACCURACY FOR PRACTICAL MODELING OF LINEAR VISCOELASTIC DAMPERS : Part 1 One-mass system having damper and elastic/inelastic frame-Reference-Cited by-同舟云学术

KELVIN-TYPE FORMULATION AND ITS ACCURACY FOR PRACTICAL MODELING OF LINEAR VISCOELASTIC DAMPERS : Part 1 One-mass system having damper and elastic/inelastic frame

Published:2001 Issue:550 Volume:66 Page:71-78
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:

KASAI Kazuhiko¹,OKUMA Kiyoshi²

Affiliation:

1. Structural Engineering Research Center, Tokyo Institute of Technology

2. Technical Department, Tape Division, Sumitomo 3M Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/550/66_KJ00004101643/_pdf

Reference10 articles.

1. 1) FERRY J. D. Viscoelutic Properties of Polymers. John Wiley & Sons Inc. (1980)

2. 2) KASAI K. Viscoelastic Damper Modeling and Its Application to Dynamic Analysis of Viscoelastically Damped Space Frames. Proc. of IASS Symposium 2001.

3. 4) HIGGINS C. Testing and Analysis of Steel Frame with Viscoelastic Dampers. ATLSS Report. Lehigh University. (1997)

4. 5) HIGGINS C. Analysis of Reduced-Scale Steel Frame with Viscoelastic Dampers. パッシブ制振構造シンポジウム論文集. 東京工業大学建築物理研究センター. (2000) p.279-291.

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