EFFECT OF DAMPING FORCE RESTRICTION AND BUFFER SPRING OF VISCOUS MASS DAMPER IN BASE-ISOLATED BUILDINGS
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- NAKAMINAMI Shigeki
- Technology Center Department, Aseismic Devises Co., Ltd., Dr. Eng.
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- KIDA Hidenori
- Technology Planning Department, Aseismic Devises Co., Ltd., Dr. Eng.
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- IKAGO Kohju
- Prof., International Research Institute of Disaster Science, Tohoku University, Dr. Eng.
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- INOUE Norio
- Prof. Emeritus, Tohoku University, Dr. Eng.
Bibliographic Information
- Other Title
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- 免震建物における粘性マスダンパーの軸力制限と緩衝ばねの効果
- メンシンタテモノ ニ オケル ネンセイ マスダンパー ノ ジクリョク セイゲン ト カンショウバネ ノ コウカ
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Abstract
In this paper, we propose installing a buffer spring into a base-isolated system incorporated with a viscous mass damper as a method to reduce excessive acceleration induced by the secondary mass. We derived transfer functions of a two-degree-of freedom model on the basis of equivalent linearization method using complex stiffness model and the effectiveness of this system was examined by non-linear time history response analysis for real buildings. These results confirmed that the buffer spring as well as the damper force restriction is effective in reduction of accelerations and damper forces without deterioration in displacement reduction effect brought by the secondary mass.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 79 (701), 1055-1064, 2014
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390282680580519168
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- NII Article ID
- 130004696215
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 025631713
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed