@article{oai:nagoya.repo.nii.ac.jp:00006866,
 author = {宇佐美, 勉 and USAMI, Tsutomu and 加藤, 基規 and KATO, Motoki and 葛西, 昭 and KASAI, Akira},
 journal = {構造工学論文集},
 month = {Mar},
 note = {Required performances for buckling-restrained brace (BRB) used as a structural control device are examined. BRBs are now extensively used to control the seismic demand (response) of building structures in Japan. However a few studies have so far been made on BRBs installed in bridge structures. In this paper, an outline of BRBs is first described, followed by a presentation of a numerical model for determining the elasto-plastic cyclic behavior of BRBs. Then, an attempt is made to substantiate the numerical approach by comparing its results with some experimental results. Lastly, a list of six important required performances are presented,some of them being examined numerically. As a result, empirical formulas have been proposed for (a) limit of spacing between the bracing and restraining member and (b) contact force transmitted to the restraining member.},
 pages = {527--538},
 title = {制震ダンパーとしての座屈拘束ブレースの要求性能},
 volume = {50A},
 year = {2004}
}