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2. 2) M. Kato, A. Kusaka and M. Nakashima: Comparison of Seismic Design Provisions and Practices for Assessment of Seismic Demand and Capacity in Japan and the United States, Steel Construction Engineering, Vol.12, No.45, pp.71-86, 2005(in Japanese) 加登 美喜子, 日下 彰宏, 中島 正愛: 耐震設計規定と耐震性能評価の実践に関する日米比較, 鋼構造論文集,第 12 巻, 第 45 号, pp.71-86, 2005 (DOI: https://doi.org/10.11273/jssc1994.12.71 )
3. 3) T. Hisatoku, T. Nagase and Pinkham C.W.: Comparative Design of 19-story Steel Building using ATC 3-06, UBC 1982 and Current Japanese Code, Proceedings of the Ninth World Conference on Earthquake Engineering Tokyo-Kyoto, Japan, pp.1107-1112, 1988
4. 4) T. Teramoto, S. Torii, Johnson, C.B. and Lai J.S.: Comparison of 20-sotry Reinforced Concrete Buildings Designed using ATC 3-06, UBC 1982 and Current Japanese Code, Proceedings of the Ninth World Conference on Earthquake Engineering Tokyo-Kyoto, Japan, pp.1119-1124, 1988
5. 5) Applied Technology Council (ATC); ATC 15-1 Proceedings of Second U.S.-Japan Workshop on Improvement of Building Seismic Design and Construction Practices, Applied Technology Council (ATC),1986