1. 1) Architectural Institute of Japan: Structural Design Concepts for SeismicallyIsolated Buildings Against Extreme Ground Motions, 2020 (in Japanese) 日本建築学会：大振幅地震動に対する免震構造の設計, 2020
2. 2) Kikuchi, M., Black, C. J. and Aiken, I. D.: On the Response of Yielding SeismicallyIsolated Structures, Earthquake Engineering and Structural Dynamics, Vol.37,pp.659-679, 2007 (DOI: https://doi.org/10.1002/eqe.777 )
3. 3) Nomura, D., Furuhashi, T., Ishimaru, S.: Tendency of Plasticity on Superstructureof Base Isolated Building Comparison of Deformation Energy Conservation Rulebetween Earthquake Resistant Building and Base Isolated Building, Summaries ofTechnical Papers of Annual Meeting, Architectural Institute of Japan, Structure II,pp.563-564, 2013(in Japanese) 野村大輔, 古橋剛, 石丸辰治：免震建物における上部構造塑性化の傾向 免震・耐震構造及び変形エネルギー一定則の比較, 日本建築学会大会学術講演梗概集, 構造Ⅱ, pp.563-564, 2013
4. 4) Vassiliou, M. F., Tsiavos, A. and Stojadinovic, B.: Dynamics of Inelastic Base-Isolated Structures subjected to Analytical Pulse Ground Motions, EarthquakeEngineering and Structural Dynamics, Vol.42, pp.2043-2060, 2013 (DOI: https://doi.org/10.1002/eqe.2311 )
5. 5) Architectural Institute of Japan: Design Recommendations of Seismically IsolatedBuildings, 2013 (in Japanese) 日本建築学会：免震構造設計指針, 2013