2026-03-11T16:35:45Z https://it-hiroshima.repo.nii.ac.jp/oai

oai:it-hiroshima.repo.nii.ac.jp:00000948 2023-07-25T10:36:45Z 1:18:382

楔デバイス付接合部を有する7層3スパン架構の地震応答解析 Earthquake response behavior of seven-story-three-layer framed structure with wedge-device connections beam-to-column connection 高松, 隆夫 タカマツ, タカオ 玉井, 宏章 タマイ, ヒロユキ 澤田, 樹一郎 サワダ, キイチロウ 影山, 朋定 カゲヤマ, トモサダ 山西, 央朗 ヤマニシ, テルアキ Takamatsu, Takao Tamai, Hiroyuki Sawada, Kiichirou Kageyama, Tomosada Yamanishi, Teruaki wedge-device connection end plate type earthquake response analysis application/pdf Earthquake response analysis of steel framed structures with column-bases and end-plate type beam-connections by use of the wedge-device were carried out and the results showed reduction of residual horizontal displacements at each story. This paper proposes wedge-device beam connections with bolts guaranteed elongation capability until huge earthquake vibration. Earthquake response results of structures with various connections and column-bases show sufficient elongation of the bolts and effective function of the wedge-device for reduction of residual deformation. departmental bulletin paper 広島工業大学 2013-02 VoR application/pdf 広島工業大学紀要. 研究編 47 87 93 AA11599110 13469975 https://it-hiroshima.repo.nii.ac.jp/record/948/files/research47_087-093.pdf https://it-hiroshima.repo.nii.ac.jp/records/948 jpn 40019575621