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oai:it-hiroshima.repo.nii.ac.jp:00000975 2023-07-25T10:36:09Z 1:18:383

水平変位拘束材を柱脚部に用いたノンコンプレションブレース架構に関する研究 Study on non-compression braced frame with horizontal displacement constraint column base 高松, 隆夫 タカマツ, タカオ 山西, 央朗 ヤマニシ, テルアキ 玉井, 宏章 タマイ, ヒロユキ 嶋本, 仁 シマモト, ヒトシ Takamatsu, Takao Yamanishi, Teruaki Tamai, Hiroyuki Shimamoto, Hitoshi Exposed column-bases Braced frame Wedge device Horizontal displacement constraint plate application/pdf Non-compression braces show excellent capability of no buckling and no slip behavior. The braces can be applied to seismic rehabilitation of low-rise steel structures. The looseness due to plastic elongation of the anchor-bolts caused by brace axial forces and column bending moment need be diminished to keep stiffness of the braces. Numerical analysis of the column-base with horizontal displacement constraint plate and wedge-device is carried out to clarify usefulness of the non-compression braces. departmental bulletin paper 広島工業大学 2014-02 VoR application/pdf 広島工業大学紀要. 研究編 48 69 74 AA11599110 13469975 https://it-hiroshima.repo.nii.ac.jp/record/975/files/research48_069-074.pdf https://it-hiroshima.repo.nii.ac.jp/records/975 jpn