@article{oai:fukuyama-u.repo.nii.ac.jp:00008268,
 author = {上地, 清志 and 寺井, 雅和 and 南, 宏一},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), This paper presents the experimental work on seismic performance of diagonally reinforced concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Eight specimens were prepared and tested. The test parameters were shear-span ratio and main reinforcement ration β. It was confirmed that the energy dissipation of tested members using the earthquake-resistant steel bars increased greatly, regardless of shear span ratio.},
 pages = {119--124},
 title = {耐震性新鋼材を主筋とする鉄筋コンクリート梁の耐震性能に関する実験的研究},
 volume = {30},
 year = {2006}
}