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3. 3) Yamazaki, Y. and Sakata, H. : Effect of Multi-Directional Earthquake Motion on the Response of Shear Walls and Horizontal Diaphragm of Wooden Houses, Architectural Institute of Japan Kanto Branch Research Report, No.83, pp.309-312, 2013 (in Japanese) 山崎義弘, 坂田弘安 : 地震動の多方向性が木造住宅の耐力壁や水平構面の応答におよぼす影響, 日本建築学会関東支部研究報告集, 第 83 号, pp.309-312, 2013
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5. 5) Fujii, K. : Prediction of Peak Seismic Response of Asymmetric Buildings under Bi-Directional Horizontal Ground Motion Using Equivalent SDOF Model and Its Applicability, Journal of Structural and Construction Engineering(Transactions of AIJ), No.706, pp.1783-1793, 2014 (in Japanese) 藤井 賢志 : 水平２成分地震入力を受ける偏心建物の等価１自由度系縮約による最大応答の推定精度, 日本建築学会構造系論文集, 第 706 号, pp.1783-1793, 2014 (https://doi.org/10.3130/aijs.79.1783 )