@article{oai:fukuyama-u.repo.nii.ac.jp:00008301,
 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), Authors have developed the earthquake-resistant steel bars to make the seismic energy effectively absorbed. This paper presents the experimented on reinforced concrete bending member which built in the bar with an earthquake-resistant steel as parallel main reinforcement or diagonal main reinforcement, and the seismic performance was examined. As a result, it was shown to contribute to the improvement of the seismic performance the equivalent viscous damping constant grows as the displacement amplitude increases compared with the case to use the ordinary steel when an earthquake-resistant steel is used for main reinforcement.},
 pages = {93--100},
 title = {耐震性新鋼材を主筋とする鉄筋コンクリート部材の耐震性能に関する実験的研究},
 volume = {31},
 year = {2007}
}