SEISMIC RESPONSE PREDICTION FOR HIGH-RISE BUILDINGS CONSIDERING PERFORMANCE DEGRADATION OF STUD-TYPE NONLINEAR VISCOELASTIC DAMPERS-Reference-Cited by-同舟云学术

SEISMIC RESPONSE PREDICTION FOR HIGH-RISE BUILDINGS CONSIDERING PERFORMANCE DEGRADATION OF STUD-TYPE NONLINEAR VISCOELASTIC DAMPERS

Published:2024-09-01 Issue:823 Volume:89 Page:935-946
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Transactions of AIJ

Author:

SATO Daiki¹,NISHIUMI Hayato²,KINOSHITA Ryosuke³,SHEGAY Alex⁴,TOBARI Ryota⁵,YASUNAGA Jumpei⁶,UEKI Takuya⁶,MORIOKA Hiromitsu⁶

Affiliation:

1. IIR, Tokyo Institute of Technology

2. School of Environment and Society, Tokyo Institute of Technology

3. Former, Tokyo Institute of Technology

4. University of Auckland

5. JFE Civil Engineering & Construction Corporation

6. JFE Steel Corporation

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijs/89/823/89_935/_pdf

Reference19 articles.

1. 1) 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

2. 2) Ryosuke Kinoshita, Daiki Sato, Ryota Tobari, Jumpei Yasunaga, Takuya Ueki, Yosuke Kaneshiro: Seismic response prediction method based on equivalent linearization of stud-type viscoelastic dampers with amplitude dependencies, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.88, No.803, pp.47-58, 2023.1 (in Japanese)　樹下亮佑, 佐藤大樹, 戸張涼太, 安永隼平, 植木卓也, 金城陽介：振幅依存性を有する間柱型粘弾性ダンパーの等価線形化に基づく地震応答予測手法, 日本建築学会構造系論文集, Vol.88, No.803, pp.47-58, 2023.1（DOI: https://doi.org/10.3130/aijs.88.47 )

3. 3) Kazuhiko Kasai, Akira Jodai: Dynamic property, behavior, and their simplified estimation rules for a passive control system with stud-type viscoelastic damper, Journal of Structural and Construction Engineering (Transactions of AIJ), No.558, pp.125-132, 2002.8 (in Japanese)　笠井和彦, 城台顕：間柱型粘弾性ダンパーをもつ制振構造の動的特性と挙動およびそれらの簡易評価法に関する研究, 日本建築学会構造系論文集, No.558, pp.125-132, 2002.8 （DOI: https://doi.org/10.3130/aijs.67.125_3 )

4. 4) Kazuhiko Kasai, Keisuke Iwasaki: Reduced expression for various passive control systems and conversion to shear spring model, Journal of Structural and Construction Engineering (Transactions of AIJ), No.605, pp.37-46, 2006.7 (in Japanese)　笠井和彦, 岩崎啓介：様々な形式の制振構造における自由度縮約法と水平バネ系への変換法, 日本建築学会構造系論文集, No.605, pp.37-46, 2006.7（DOI: https://doi.org/10.3130/aijs.71.37_3 )

5. 5) Masato Ishii, Kazuhiko Kasai: Shear spring model for time history analysis of multi-story passive controlled buildings, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.75, No.647, pp.103-112, 2010.1 (in Japanese)　石井正人, 笠井和彦：多層制振構造の時刻歴解析に用いるせん断棒モデルの提案, 日本建築学会構造系論文集, Vol.75, No.647, pp.103-112, 2010.1（DOI: https://doi.org/10.3130/aijs.75.103 )