@article{oai:nagoya.repo.nii.ac.jp:00018771,
 author = {上田, 尚史 and 張, 永興 and 中村, 光 and 国枝, 稔 and UEDA, Naoshi and ZHANG, Yongxing and NAKAMURA, Hikaru and KUNIEDA, Minoru},
 issue = {2},
 journal = {土木学会論文集A2（応用力学）},
 month = {},
 note = {In this study, damage evaluation of RC column subjected to cyclic loading and evaluation of retrofitting effect were conducted by means of 3 dimensional finite element analysis. Damage area of RC column was evaluated by using averaged compressive strain which was calculated by average of strain within certain area. Bond deteriorated area, in which concrete and rebar behave independently, could also be considered as the damage index of RC column. By comparing with the test result, both averaged compressive strain and bond deteriorated area corresponded to repaired area. Structural behavior of repaired RC column was simulated. As the results, it was confirmed that the damage evaluation method and repairing procedure in this study were suitable to simulate the repaired RC column., 応用力学論文集Vol.15（特集）},
 title = {繰返し荷重を受けるRC柱の損傷領域評価と補修効果に関する解析的検討},
 volume = {68},
 year = {2012}
}