@article{oai:nagasaki-u.repo.nii.ac.jp:00000019,
 author = {中原, 浩之 and 松竹, 光太郎 and 摺木, 悠人},
 issue = {95},
 journal = {長崎大学大学院工学研究科研究報告, Reports of Graduate School of Engineering, Nagasaki University},
 month = {Jul},
 note = {A shearing behavior of Concrete filled steel tubular (CFT) column has been investigated by authors. The short columns of CFT with
 diaphragms of through type were tested in the previous study. On the other hand, diaphragms of outside type are usually used to real CFT
 columns in building structures, because the diaphragms of outside type does not prevent to the work of filling the concrete into the steel tubes. 
Test has been conducted on six CFT specimens with diaphragms of outside type. The specimens have been subjected to cyclic shearing force under a constant axial force.
 The test results of the shearing capacity are discussed comparing to the calculated values by AIJ method of Japan and by AISC method of U.S., 長崎大学大学院工学研究科研究報告, 50(95), pp.35-41; 2020},
 pages = {35--41},
 title = {外ダイアフラムを有するコンクリート充填角形鋼管短柱のせん断破壊性状に関する実験的研究},
 volume = {50},
 year = {2020}
}