UNIFIED UNDERSTANDING OF BASE SEISMIC ISOLATION, INTERSTORY SEISMIC ISOLATION AND TUNED MASS DAMPER FOR BUILDINGS
Author:
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/68B/0/68B_367/_pdf
Reference10 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) 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な有効性評価,令和2年度京都大学防災研究所研究発表講演会,講演番号 A301,https://www.dpri.kyoto-u.ac.jp/hapyo/21/pdf/A301.pdf,2021.2
3. 3) 松本祐輝,池田芳樹: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,日本建築学会近畿支部研究発表報告集,第61号,構造系,pp.341-344,2021.6
4. 4) 松本祐輝,池田芳樹:極配置法に基づく同調型マスダンパの基本式の定点理論との統合,日本建築学会学術講演梗概集,構造 II, pp.763-764,2021.8
5. 5) Jacob Pieter DEN HARTOG: Mechanical Vibrations (4th Edition), McGraw Hill, pp.87-106, 1956
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1. EVALUATION OF FUNDAMENTAL DYNAMIC CHARACTERISTICS AND SEISMIC RESPONSE CHARACTERISTICS OF HIGH-RISE DAMPED BUILDING WITH OIL DAMPER HAVING RELIEF LOAD;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-07-01
2. Pole Allocation Applied to Two Buildings Connected by Joint Damper;Shock and Vibration;2024-01-27
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