Volume 15, Issue 5 pp. 737-745
Research Article

Application of angular-mass dampers to base-isolated benchmark building

Mulyo Harris Pradono

Corresponding Author

Mulyo Harris Pradono

Structural Dynamics Laboratory, Department of Urban Management, Kyoto University, Katsura Campus, C1-2, Nishikyo-ku, Kyoto 615-8540, Japan

Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

Post-doctoral Researcher.

Structural Dynamics Laboratory, Department of Urban Management, Kyoto University, Katsura Campus, C1-2, Nishikyo-ku, Kyoto 615-8540, JapanSearch for more papers by this author
Hirokazu Iemura

Hirokazu Iemura

Structural Dynamics Laboratory, Department of Urban Management, Kyoto University, Katsura Campus, C1-2, Nishikyo-ku, Kyoto 615-8540, Japan

Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

Professor.

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Akira Igarashi

Akira Igarashi

Structural Dynamics Laboratory, Department of Urban Management, Kyoto University, Katsura Campus, C1-2, Nishikyo-ku, Kyoto 615-8540, Japan

Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

Associate Professor.

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Afshin Kalantari

Afshin Kalantari

Structural Dynamics Laboratory, Department of Urban Management, Kyoto University, Katsura Campus, C1-2, Nishikyo-ku, Kyoto 615-8540, Japan

Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology, Tehran, Iran

Assistant Professor.

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First published: 08 July 2008
Citations: 39

Abstract

The angular-mass damper referred herein is a wheel that has concentrated mass on its perimeter. The rotational inertia of the wheel is employed to dampen the relative acceleration between two joints. The application of this kind of damper to civil engineering structures would be practical since the damper works passively. Since the angular mass is much more significant than the translational mass, the rotational mass damper does not significantly increase the translational earthquake-induced force. To study the effectiveness of the device in the seismically excited structures, the device is applied to the base-isolated benchmark building. The results show that the device can further reduce the responses of the already dampened benchmark building. Copyright © 2008 John Wiley & Sons, Ltd.

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