1. 1) 中島章典,中野喜代美,中村晋:常時微動に基づく独立橋脚および橋梁完成系の振動特性の把握,構造工学論文集,Vol. 56A, pp. 305-315, 2010. [Nakajima, A., Nakano, K. and Nakamura, S.: Vibration property of independent piers and completed bridge by using microtremor measurement, Journal of Structural Engineering, Vol. 56A, pp. 305-315, 2010.]
2. 2) 徳永宗正,曽我部正道,谷村幸裕,小野潔:常時微動測定に基づく鉄道高架橋の等価固有周期の推定手法,土木学会論文集 A1(構造・地震工学),Vol. 71, No. 1, pp. 72-86, 2015. [Tokunaga, M., Sogabe, M., Tanimura, H. and Ono, K.: Method for evaluating equivalent natural period with microtremor measurement, Proceedings of JSCE A1, Vol. 71, No. 1, pp. 72-86, 2015.]
3. 3) Chen, P. Y., Iiyama, K., Morikawa, H., Sakai, K. and Kitamura, H. : A study on modal characteristic of elevated bridge in different construction stage, The 39th JSCE Earthquake Engineering Symposium, 2019.
4. 4) 佐藤雄亮,酒井理哉,大友敬三:鋼製支承の挙動が橋梁全体系地震応答に与える影響評価,構造工学論文集,Vol. 53A, pp. 513-524, 2007. [Sato, Y., Sakai, M. and Ohtomo, K.: Effects of steel bearing performance on global seismic response of a bridge, Journal of Structural Engineering, Vol. 53A, pp. 513-524, 2010.]
5. 5) 梶田幸秀,渡邊英一,杉浦邦征,丸山忠明,永田和寿:鋼製支承の破損を考慮した連続高架橋の地震時応答性状と落橋防止装置の有効性の検討,構造工学論文集,Vol. 45A, pp. 903-914, 1999. [Kajita, Y., Watanabe, E., Sugiura, K., Maruyama, T. and Nagata, K.: Seismic response of elevated bridges considering the failure of steel bearings and assessment on effectiveness of fall-off prevention devices, Journal of Structural Engineering, Vol. 45A, pp. 903-914, 1999.]