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oai:kanagawa-u.repo.nii.ac.jp:00004317 2023-05-15T16:14:15Z 237:249:271:274

斜行配置座屈拘束ブレースによる耐震補強 SEISMIC STRENGTHENING BY THE BUCKLING RESTRAINED BRACES ARRANGED DIAGONALLY 金木, 洋平 Kaneki, Youhei 彦根, 茂 Hikone, Shigeru 山下, 哲郎 Ymashita, Tetsuo 岩田, 衛 Iwata, Mamoru Integrated façade Diagonal arrangement Seismic strengtheninh Buckling restrained brace 統合ファザード 斜行配置 耐震補強 座屈拘束ブレース 設計法 Strucrtural retrofit work meets many difficulties for the continuous occupation of buildings，and also sometimes spoils building external appearance．An integrated façade system is researched and developed for solving those problems．Here，seismic performance is improved using seismic energy dissipation devices，and also external and environmental designs are upgraded．In this paper，the integrated façade system，which has the buckling restrained braces arranged continuously diagonally as lovers，is studied．A design method applied to structual retrofit is proposed basd on loading tests and structural analyses． Article 報告書ページ(135)-(142) 学術フロンティア研究プロジェクト(2005年度～2009年度)　2008年度　研究成果報告書 神奈川大学 2008-03-31 jpn research report VoR http://hdl.handle.net/10487/10664 https://kanagawa-u.repo.nii.ac.jp/records/4317 日本建築学会構造系論文集 2008年12月 73 634 2215 2222 https://kanagawa-u.repo.nii.ac.jp/record/4317/files/2008-31.pdf application/pdf 4.4 MB 2018-11-19