1. 1) 幸左賢二,小野紘一,藤井康男,田中克典:被災RC橋脚の残留変位に関する研究,土木学会論文集,No. 627/V-44,pp. 193-203,1999. [Kosa, K., Ono, K., Fujii, Y. and Tanaka, K.: Analyses of residual displacement at earthquake-damaged piers, Transaction of the Japan Society of Civil Engineers, No. 627/V-44, pp. 193-203, 1999.]
2. 2) 大住道生,星隈順一:熊本地震により被害を受けた道路橋の損傷痕に基づく要因分析,第20回性能に基づく橋梁等の耐震設計に関するシンポジウム講演論文集,pp. 121-128,2017.[Ohsumi, M. and Hoshikuma, J.: Factor analysis based on damage scars of road bridges damaged by Kumamoto earthquake, Proceedings of the 20th Symposium on Performance-based Seismic Design Method for Bridges, pp. 121-128, 2017.]
3. 3) 藤倉修一,忍田祥太,臼井祐太,NGUYEN Minh Hai,中島章典,浦川洋介:レベル2地震損傷後に修復可能なRC橋脚の提案および実験的検証,土木学会論文集 A1(構造・地震工学),Vol. 75,No. 4,pp. I_591-I_601,2019. [Fujikura, S., Oshida, S., Usui, Y., Nguyen, M. H., Nakajima, A. and Urakawa, Y.: Seismic performance of repairable reinforced column under level 2 earthquake, Transaction of the Japan Society of Civil Engineers A1 (Structure and Earthquake Engineering), Vol. 75, No. 4, pp. I_591-I_601, 2019.]
4. 4) 西根幸輝,植村佳大,高橋良和:復旧時の死荷重支持機構を埋め込んだRC単柱に対する実験的検討,土木学会論文集 A1(構造・地震工学),Vol. 77,No. 4,pp. I_348-I_359,2021. [Nishine, K., Uemura, K. and Takahashi, Y.: Experimental study on single RC column with embedded dead weight support mechanism during recovery, Transaction of the Japan Society of Civil Engineers A1 (Structure and Earthquake Engineering), Vol. 77, No. 4, pp. I_348-I_359, 2021.]
5. 5) 植村佳大,五島健斗,高橋良和:復旧時の要求性能を実現するコンクリートヒンジの開発とそれを埋め込んだRC柱の正負交番載荷実験,土木学会論文集A1(構造・地震工学),Vol. 77,No. 4,pp. I_266-I_283,2021. [Uemura, K., Goto, K. and Takahashi, Y.: Development of concrete hinge with recovery performance and cyclic loading test on RC column with the concrete hinge, Transaction of the Japan Society of Civil Engineers A1 (Structure and Earthquake Engineering), Vol. 77, No. 4, pp. I_266-I_283, 2021.]