極配置法に基づく多質点１本棒せん断振動型建物モデルの支配方程式-Reference-Cited by-同舟云学术

極配置法に基づく多質点１本棒せん断振動型建物モデルの支配方程式

Published:2023 Issue:0 Volume:69B Page:1-9
ISSN:0910-8033
Container-title:Journal of Structural Engineering B
language:en
Short-container-title:

Author:

MATSUMOTO Yuki¹,IKEDA Yoshiki²

Affiliation:

1. Dept. of Architecture and Architectural Engineering, Graduate School of Engineering, Kyoto University

2. Disaster Prevention Research Institute, Kyoto University

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijjse/69B/0/69B_1/_pdf

Reference26 articles.

1. 1) Yoshiki IKEDA: Fundamental equation based on pole allocation for interstory seismic isolation of buildings, Structural Control and Health Monitoring, Vol.28, Issue 3, 19 pages, 2021.3

2. 2) 松本祐輝，池田芳樹：建物の基礎免震，中間層免震および同調型マスダンパによる制振の統一的理解，構造工学論文集（日本建築学会），第68B巻，pp.367-375, 2022.4

3. 3) Yoshiki IKEDA and Yuki MATSUMOTO: Unified description of passive vibration control for buildings based on pole allocation applied to three-degree-of-freedom model, Structural Control and Health Monitoring, Vol.29, Issue 9, 17 pages, 2022.9

4. 4) 小林正人・洪忠憙：固有値解析およびランダム応答解析による中間層免震構造のモード連成作用効果の分析，日本建築学会学術講演梗概集，構造II, pp.333-334，2004.8

5. 5) Masahito KOBAYASHI and Tadaki KOH: Modal coupling effects of mid-story isolated buildings, Proceedings of 14th World Conference on Earthquake Engineering 2008 (Beijing, China), Article ID 05-01-0230, 8 pages, 2008

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