@article{oai:fukuyama-u.repo.nii.ac.jp:00008266,
 author = {木下, 拓也 and 福原, 実苗 and 南, 宏一},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), The shear failure of RC columns with the high-strength shear reinforcement has been clarified by the current research. The flexural failure properties of the RC columns which have with the high-strength shear reinforcement of 1275N/mm^2 and high-strength concrete of 60N/mm^2 were examined. It is shown that the RC columns have a higher ductility when shear reinforcement increases. And, hysteresis characteristics of RC columns with the high-strength material by Prof. Isikawa's method were examined.},
 pages = {101--108},
 title = {高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究(その2)},
 volume = {30},
 year = {2006}
}