@article{oai:fukuyama-u.repo.nii.ac.jp:00008222,
 author = {福原, 実苗 and 南, 宏一},
 journal = {福山大学工学部紀要},
 month = {Dec},
 note = {P(論文), This paper describes the ductility of ordinary RC columns (called ORC columns) and new system RC columns (called CRC columns) with core concrete confined thin steel spiral tube (called WP), reversed cyclic lateral loading. Axial load is the constant axial load and the varying axial load. Eight specimens are tested. The applied axial loads are four type of 0.3Fc, 0.6Fc, 0.3Fc～0.3Ags y and 0.6Fc～0.6Ags y. It is shown that the CRC columns have a higher ductility more than ordinary RC columns, comparing with the restoring farce characteristics, axial strain-horizontal deformation relationship, and crack condition from the experimental results.},
 pages = {141--146},
 title = {薄肉スパイラル鋼管で補強したRC柱の力学的挙動},
 volume = {29},
 year = {2005}
}