日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
普通鋼間柱型制震ダンパーのPCa化に関する検討(構造)
龍神 弘明青田 晃治岡谷 雄介富永 修夫藤波 健剛玉井 宏章
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2005 年 11 巻 22 号 p. 109-114

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抄録
In this paper, we have proposed the new construction method of pre-cast post including the panel, made of ordinal strength steel, as a hysteretic damper for the RC frames consisted from pre-cast members. To confirm that the proposed method would be surely capable to be constructed and have a sufficient structural ability, we carried out grout pouring test and loading test. The results show following facts, 1) The proposed post with the panel type stiffener attached to the panel shows sufficient abilities of deformation and energy absorption. 2) Working shear force between main frame and post is transferred.
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© 2005 日本建築学会
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