EXPERIMENTAL STUDY ON DYNAMIC RESPONSE CHARACTERISTICS OF STEEL FRAME INCORPORATED WITH LEAD DAMPER INTO BEAM SPLICE
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- KOHZU Isao
- Dept. of Architectural Eng., Osaka Univ.
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- KITOKI Ryo
- Dept. of Architectural Eng., Osaka Univ.
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- MIZUTANI Satoshi
- Dept. of Architectural Eng., Osaka Univ.
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- SUITA Keiichiro
- Div. of E.D.P., D.P.R.I. of Kyoto Univ.
Bibliographic Information
- Other Title
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- 鉛ダンパー組込み梁継手を有する鋼構造架構の動的応答性状に関する実験的研究
- ナマリ ダンパー クミコミリョウツギテ オ ユウスル コウ コウゾウカコウ ノ ドウテキ オウトウ セイジョウ ニ カンスル ジッケンテキ ケンキュウ
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Abstract
This paper deals with dynamic behavior of steel moment resisting frame incorporated with lead damper into beam splice, for the purpose of establishing damage free structural system against severe earthquakes. An experiment using full scale beam-column subassemblage has been conducted to verify the proposed system under dynamic loading conditions. The subassemblage as well as the lead damper, subjected to sinusoidal and random excitations, has exhibited stable load-deflection relation, and does not remarkably deteriorate even in the reversed loadings of 140 cycles. Then, the proposed system has been successfully verified to reach the goal of establishing damage free structure.
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) 69 (584), 161-167, 2004
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390282680613760512
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- NII Article ID
- 110004093871
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 7115817
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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
