@article{oai:nagasaki-u.repo.nii.ac.jp:00002463,
 author = {玉井, 宏章 and 伊藤, 優佑 and 廣田, 周一郎},
 issue = {89},
 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 = {It is very important to design keeping the limitation of width-to-thickness ratio for structural member. Shear panel damper was required the high deformation capacity to absorb the seismic energy. To show the requirement for shear panel damper, especially , the width-to-thickness ratio, cyclic loading tests with incremental intensity and material and geometrical nonlinear finite analyses were performed on shear panel damper with various flange's width-to-thickness ratio. Through those results, the required flange's width-to-thickness were discussed., 長崎大学大学院工学研究科研究報告, 47(89), pp.36-43; 2017},
 pages = {36--43},
 title = {せん断パネルフランジの繰返し載荷下における所要幅厚比の検討},
 volume = {47},
 year = {2017}
}