@article{oai:nagasaki-u.repo.nii.ac.jp:00000018,
 author = {中原, 浩之 and 陳, 逸鴻 and 川添, 法明 and 下村, 崇人},
 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 = {The authors have developed a new method of seismic retrofit for steel structures by adding knee braces which are jointed
to the existing structures by the vices made of high hardness metal screw bolts. The strength and behavior of the connection
by the vice had been already studied in our previous papers. The features of the connection by the vice are easy set up and
providing the strength as much as that by the normal bolts joint. An experimental study has been conducted for the
specimens of steel frames retrofitted by the knee braces. The knee braces were jointed to the specimen by the vices. Two
types of failure modes were investigated. The former was slipping behavior of the connection and the later was bucking at
the knee braces. The strengths of the specimens were estimated by simple calculations for the two types of failure modes., 長崎大学大学院工学研究科研究報告, 50(95), pp.27-34; 2020},
 pages = {27--34},
 title = {鋼構造建物における方杖材を用いた簡易耐震補強の開発に関する実験的研究},
 volume = {50},
 year = {2020}
}