1. 1) Fukumoto, T., Morita, K., Tsuda, K., Kido, M. : State of the art on structural design of CFT structures against long-period earthquake ground motions, Panel discussion document of annual meeting AIJ, Structure division (SCCS), pp. 11-17, 2016.8 (in Japanese) 福元敏之, 森田耕次, 津田惠吾, 城戸將江:長周期地震動に対するCFT構造設計法の現況, 2016年度日本建築学会大会構造部門(SCCS)パネルディスカッション資料, pp. 11-17, 2016.8
2. 2) Hasegawa, T. Fukumoto, T., Tokinoya, H., Terada, T., Narihara, H., Kaneko, H. and Koshika, N. : Study on Safety Assessment Methods for Super-high-rise Steel Buildings against Long-period Earthquake Ground Motions (Part1) The Whole Research Plan, Summaries of Technical Paper of Annual Meeting, Architectural Institute of Japan, C-III, pp. 1013-1014, 2011.8 (in Japanese) 長谷川隆, 福元敏之, 時野谷浩良, 寺田岳彦, 成原弘之, 金子洋文, 小鹿紀英:長周期地震動に対する鉄骨造超高層建築物の安全性検証方法の検討(その1)全体研究計画, 日本建築学会大会学術講演梗概集, 構造III, pp. 1013-1014, 2011.8
3. 3) Narihara, H. et al : Study on Safety Assessment Methods for Super-high-rise Steel Buildings against Long-period Earthquake Ground Motions, Part 27-31, Summaries of Technical Paper of Annual Meeting, Architectural Institute of Japan, C-III, pp. 1251-1260, 2014.9 (in Japanese) 成原弘之ほか:長周期地震動に対する鉄骨造超高層建物の安全性検証方法の検討 その27-31, 日本建築学会大会学術講演梗概集 構造 III, pp. 1251-1260, 2014.9
4. 4) Kawaguchi, J., Morino, S., Atsumi, H. and Yamamoto, S : Strength deterioration behavior of Concrete-filled steel tubular beam-columns, ASCE proceeding of COMPOSITE SCONSTRUCTION IN STEEL AND CONCRETE II Conference, pp. 825-839, 1992.6
5. 5) Machida, T., Morino, S. and Kawaguchi, J. : Strength deterioration behavior of Concrete Filled steel tubular beam- columns under repeated horizontal loading (part4), Summaries of Technical Paper of Annual Meeting, Architectural Institute of Japan, C-II, pp. 1577-1578, 1994.9 (in Japanese) 町田敏明, 森野捷輔, 川口淳:コンクリート充てん角形鋼管柱の局部座屈後の耐力劣化性状に関する実験的研究, 日本建築学会大会学術講演梗概集 構造 II, pp. 1577-1578, 1994.9