SEISMIC RESPONSE PREDICTION METHOD BASED ON EQUIVALENT LINEARIZATION OF STUD-TYPE VISCOELASTIC DAMPERS WITH AMPLITUDE DEPENDENCIES
Author:
Affiliation:
1. Former Tokyo Institute of Technology
2. FIRST, Tokyo Institute of Technology
3. JFE Civil Engineering & Construction Corporation
4. JFE Steel Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/803/88_47/_pdf
Reference24 articles.
1. 1) Architectural Institute of Japan: Protecting high-rises against long period motions –Wisdom to share among designers and engineers, 2013.10 (in Japanese) 日本建築学会:長周期地震動と超高層建物の対策案―専門家として知っておきたいことー, 2013.10
2. 2) The Japan Society of Seismic Isolation: Manual for Design and Construction of Passively-Controlled Buildings (3rd Edition), 2013.11 (in Japanese) 日本免震構造協会:パッシブ制振構造設計・施工マニュアル第 3 版, 2013.11
3. 3) Toru Takeuchi, Yasushi Ichikawa, Hideo Nakashima, Kazuhiko Kasai: Response evaluation of passively controlled multistory building with non-uniform damper distribution, Journal of Structural and Construction Engineering (Transactions of AIJ), No.583, pp.115-122, 2004.9 (in Japanese) 竹内徹, 市川康, 中島秀雄, 笠井和彦:ダンパーが不均等配置された多層パッシブ制振構造の応答予測, 日本建築学会構造系論文集, No.583, pp.115-122, 2004.9(DOI: https://doi.org/10.3130/aijs.69.115_2 )
4. 4) Masato Ishii, Akira Wada: Seismic response prediction for steel buildings with hysteretic dampers based on equivalent linearization technique, Journal of Structural and Construction Engineering (Transactions of AIJ), No.632, pp.1735-1743, 2008.10 (in Japanese) 石井正人, 和田章:履歴型ダンパーを設置した鋼構造建物の等価線形化法による地震応答予測, 日本建築学会構造系論文集, No.632, pp.1735-1743, 2008.10(DOI: https://doi.org/10.3130/aijs.73.1735 )
5. 5) Masato Ishii, Akira Wada: Seismic response prediction for steel buildings with velocity-dependent dampers based on equivalent linearization technique, Journal of Structural and Construction Engineering (Transactions of AIJ), No.639, pp.803-812, 2009.5 (in Japanese) 石井正人, 和田章:速度依存型ダンパーを設置した鋼構造建物の等価線形化法による地震応答予測, 日本建築学会構造系論文集, No.639, pp.803-812, 2009.5(DOI: https://doi.org/10.3130/aijs.74.803 )
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1. SEISMIC RESPONSE PREDICTION FOR HIGH-RISE BUILDINGS CONSIDERING PERFORMANCE DEGRADATION OF STUD-TYPE NONLINEAR VISCOELASTIC DAMPERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01
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