2026-03-07T12:44:51Z https://it-hiroshima.repo.nii.ac.jp/oai

oai:it-hiroshima.repo.nii.ac.jp:00000843 2023-07-25T10:38:39Z 1:18:379

弱パネル型柱梁接合部のノンコンプレション方杖補強に関する研究 A study on rehabiritation of week-panel-type beam-to-column connection by means of non-compression knee-breace 高松, 隆夫 タカマツ, タカオ 玉井, 宏章 タマイ, ヒロユキ 弘永, 佑太 ヒロナガ, ユウタ 三好, 行則 ミヨシ, ユキノリ Takamatsu, Takao Tamai, Hiroyuki Hironaga, Yuuta Miyoshi, Yukinori 524.6 beam-to-column connection restoring force characteristics rehabilitation by means of non-compression knee-brace loading test application/pdf Weak-panel-type beam-to-column connections exist in steel structures with H-shaped columns. These connections possess good energy absorption capability, but the structures with them show less strength and larger residual deformation after an earthquake than strong-panel-type ones. Therefore, authors propose rehabilitation of the connections by use of non-compression knee-braces, and experimental study on the technique is carried out to verify more strength of the connections. departmental bulletin paper 広島工業大学 2010-02 VoR application/pdf 広島工業大学紀要. 研究編 44 113 120 AA11599110 13469975 https://it-hiroshima.repo.nii.ac.jp/record/843/files/kiyo44113.pdf https://it-hiroshima.repo.nii.ac.jp/records/843 jpn