OPTIMAL DESIGN OF INERTIAL MASS DAMPER FOR SDOF ELASTIC-PLASTIC BUILDING STRUCTURES SUBJECTED TO LONG-DURATION EARTHQUAKE GROUND MOTIONS
Author:
Affiliation:
1. Dept. of Architecture and Architectural Eng., Kyoto Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/87/801/87_1028/_pdf
Reference28 articles.
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2. 2) Takewaki, I. et al.: Fundamental mechanism of earthquake response reduction in building structures with inertial mass damper, Struct. Control Health Monitoring, Vol. 19, No.6, pp. 590-608, 2012. (DOI: https://doi.org/10.1002/stc.457 )
3. 3) Furuhashi, T. and Ishimaru, S.: Mode isolation by inertial mass: Study on response control by inertial mass No.1, J. of Struct. and Construction Eng. (Transactions of AIJ), Vol. 69, No. 576, pp. 55-62, 2004. (in Japanese) 古橋剛, 石丸辰治: 慣性接続要素によるモード分離:慣性接続要素による応答制御に関する研究その 1, 日本建築学会構造系論文集, 第 69 巻, 第 576 号, pp.55-62, 2004. (DOI: https://doi.org/10.3130/aijs.69.55_1 )
4. 4) Furuhashi, T. and Ishimaru, S.: Response control of multi-degree system by inertial mass: Study on response control by inertial mass No.2, J. of Struct. and Construction Eng. (Transactions of AIJ), Vol. 71, No. 601, pp. 83-90, 2006. (in Japanese) 古橋剛, 石丸辰治: 慣性接続要素による多質点振動系の応答制御:慣性接続要素による応答制御に関する研究その2, 日本建築学会構造系論文集, 第71 巻, 第601 号, pp.83-90, 2006. (DOI: https://doi.org/10.3130/aijs.71.83_2 )
5. 5) Furuhashi, T., Hata I. and Ishimaru, S.: A simple design method for tuned dynamic mass systems by pseudo mode control, J. of Struct. and Construction Eng. (Transactions of AIJ), Vol. 76, No. 661, pp. 509-517, 2011. (in Japanese) 古橋剛, 秦一平, 石丸辰治: 擬似モード制御によるD. M.同調システムの簡易設計法, 日本建築学会構造系論文集, 第 76 巻,第 661 号, pp.509-517, 2011.(DOI: https://doi.org/10.3130/aijs.76.509 )
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1. TWO-STEP OPTIMIZATION OF TUNED INERTIAL MASS DAMPERS FOR ELASTIC-PLASTIC MDOF STRUCTURES USING TIME-FREQUENCY DUAL DOMAIN PERFORMANCE EVALUATION;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-02-01
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