@article{oai:niigata-u.repo.nii.ac.jp:00004022,
 author = {真田, 靖士 and 山内, 成人 and 高橋, 絵里 and 中埜, 良昭 and 中村, 友紀子},
 issue = {626},
 journal = {日本建築学会構造系論文集, 日本建築学会構造系論文集},
 month = {Apr},
 note = {This paper proposes new masonry walls using ductile interlocking blocks for retrofitting existing buildings. The presented walls are capable of resisting out-of-plane loads by the interlocking mechanism between blocks. Three 3/10 scale reinforced concrete frames were prepared, and two of them were retrofitted by the walls. Quasi-static loading tests of the specimens were carried out in the in-plane and out-of-plane directions, to compare their seismic performance. Installing the block walls, the strength of retrofitted specimens increased but ductility decreased. Moreover, one of them not only supported axial loads but also exhibited a frictional lateral resistance after failure of the columns.},
 pages = {633--640},
 title = {面外への転倒防止機構を有する靭性ブロックによる増設壁の既存RC架構への導入効果},
 volume = {73},
 year = {2008}
}