Experimental and numerical study on the flexural response of concrete beam reinforced with basalt FRP bars. Sustainable construction materials and technologies. 2024. 6. 221
Ryota Kurihara, Nobuhiro Chijiwa. Multiscale analysis of shrinkage-induced performance degradation of shear wall and application to structural analysis. Structures. 2024. 61. 106051
M. Kojima, N. Chijiwa, R. Kurihara. Effect of cracks along the rebars on the bond deterioration under tensile stress in reinforced concrete. 2023
Analytical Evaluation of the Flexural Behavior of Prestressed Concrete Beam with Ruptured PC Tendon. 2023. 23. 81-86
Tetsuya Ishida, Ryota Kurihara, Yuya Takahashi, Sun-Jin Han, Satoshi Tsuchiya. Advancing Concrete Structures Design and Maintenance through Multi-scale and Multi-physics modeling-based Digital Twin Technology. 2023
Estimation of Remaining Prestress in PC Structure by Using Expansion of Concrete by Water Absorption. Proceedings of 1st International Conference on Concrete and Steel Technology Engineering and Design. 2018. 86-91
Experimental and numerical study on the flexural response of concrete beam reinforced with basalt FRP bars
(Sixth International Conference on Sustainable Construction Materials and Technologies (SCMT6) 2024)
Experimental and numerical study on the flexural response of concrete beam reinforced with basalt FRP bars
(27th Symposium on Applied Mechanics 2024)
RC 構造物の長期乾燥に伴う構造性能変化
(次世代構造技術者の Work in Progress 2024 2024)
Analytical Evaluation of the Flexural Behavior of Prestressed Concrete Beam with Ruptured PC Tendon
(2023)
2021/07 - The Best Paper Award Analytical evaluation on the influences of deterioration of bond between rebar and concrete on structural performances of RC structures
Association Membership(s) (4):
公益財団法人 プレストレストコンクリート工学会
, Japan Concrete Institute
, Japan Society of Civil Engineering
, Japan Society of Dm Engineers