@article{oai:kanagawa-u.repo.nii.ac.jp:00002859,
 author = {佐藤, 宏貴 and Sato, Hiroki and 島崎, 和司 and Shimazaki, Kazushi},
 journal = {日本建築学会構造系論文集},
 month = {Apr},
 note = {A building that is composed of coupled shear walls with dampers, CFT columns, and flat plate slabs is one of the types of buildings that can be reused, with low repair cost, after an earthquake. To evaluate the lateral load-deflection relation of the newly designed CFT column/flat plate connection, two series of experimental studies were carried out: lateral loading tests for interior column/slab connections, and element tests for torsional stiffness and strength. Lateral load-deflection behavior of the CFT column/flat plate connection were examined using macro models proposed in this study, and good agreements are obtained., Article, rights:日本建築学会　rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである　relation: isVersionOf: http://ci.nii.ac.jp/naid/110004839685},
 pages = {145--152},
 title = {CFT柱-フラットプレート接合部の水平力-変形関係},
 volume = {590},
 year = {2005}
}