@article{oai:fukuyama-u.repo.nii.ac.jp:00008262,
 author = {宮内, 克之},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), Shear failure test was performed for RC beams strengthened with carbon fiber grid reinforcement and polymer cement mortar by drying spray system. Based on the test results, effectiveness of carbon fiber grid reinforcement for the proposed strengthening method was evaluated quantitatively from the points of both shear carrying capacity and the strain of the carbon fiber grid. It was cleared that the proposed method was very applicable for seismic strengthening of existing RC members. It was found that coefficient of effectiveness of carbon fiber grid reinforcement for the proposed seismic strengthening was at least 70%.},
 pages = {69--76},
 title = {乾式吹付けとの併用による耐震補強方法における炭素繊維グリットの有効率について},
 volume = {30},
 year = {2006}
}