@article{oai:nagoya.repo.nii.ac.jp:00018773,
 author = {河村, 精一 and 白鳥, 洋平 and 中村, 光 and 上田, 尚史 and 佐藤, 正俊 and 横畑, 嘉人 and Komura, Seiichi and Shiratori, Yohei and Nakamura, Hikaru and Ueda, Naoshi and Sato, Masatoshi and Yokohata, Yoshito},
 journal = {構造工学論文集Ａ},
 month = {Mar},
 note = {In this study, the seismic damage evaluation of underground RC structures with relatively low reinforcement ratio was discussed. Firstly, cyclic loading tests of RC beams were conducted in order to investigate the cracking behavior and deformation capacity. Secondary, analytical evaluation was conducted by Finite Element Method (FEM) considering the bond property between concrete and reinforcement, local responses of RC beams such as strains of rebars and crack widths were evaluated accurately. Moreover, the analytical evaluations for real structure were performed by FEM and fiber model analysis which is generally used in design. By comparing with both analyses, it was confirmed that the crack width obtained from fiber model analysis by averaging the strain at surface was effective as the damage index in design., JOI：DN/JST.JSTAGE/structcivil/59A.828},
 pages = {828--839},
 title = {鉄筋比が比較的小さい地中ＲＣ構造物の地震時損傷評価},
 volume = {59A},
 year = {2013}
}