@techreport{oai:kanagawa-u.repo.nii.ac.jp:00004286,
 author = {村瀬, 亮 and Murase, Ryo and 村井, 正敏 and Murai, Masatoshi and 岩田, 衛 and Iwata, Mamoru},
 issue = {620},
 month = {Mar},
 note = {The authors conceived buckling‐restrained braces providing stable hysteretic characteristics even under high‐strain‐rate
conditions．Based on a series of cyclic loading tests，a significant correlation between the brace’s cumulative strain energy until
the failure and‐restrainig force was revealed．When the brace’s cumulative strain energy is given as a design condition，the buckling‐restrained brace
is designed using the proposed performance evaluation formula．
In this paper，different specimens from what used in the past tests such as with different core plate width‐to‐thickness rations and restraining forces，and with
different unbonded material thicknesses and cross section details are fabricated and located．
The strict scope of application for the performance evaluation formula proposed by the previous paper is difined by considering the test results．, Article, 学術フロンティア研究プロジェクト(2005年度～2009年度)　2007年度　研究成果報告書},
 title = {鋼モルタル板を用いた座屈拘束ブレースの実験的研究 －その４　芯材幅厚比と拘束力および断面ディテールの影響－},
 year = {2008}
}