Item type |
紀要論文 / Departmental Bulletin Paper(1) |
公開日 |
2023-03-30 |
タイトル |
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タイトル |
新しい面外補剛形式を有する普通鋼間柱型制震ダンパーの力学特性に関する研究 |
タイトル |
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タイトル |
Mechanical Characteristics on Post Damper made of ordinary steel having new out-of-plane stiffener |
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言語 |
en |
言語 |
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言語 |
jpn |
キーワード |
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主題Scheme |
Other |
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主題 |
Post Damper |
キーワード |
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主題Scheme |
Other |
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主題 |
Panel stiffening |
キーワード |
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主題Scheme |
Other |
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主題 |
Static loading test |
キーワード |
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主題Scheme |
Other |
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主題 |
Hysteretic damper |
キーワード |
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主題Scheme |
Other |
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主題 |
Energy absorption capacity |
資源タイプ |
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資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
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資源タイプ |
departmental bulletin paper |
著者 |
玉井, 宏章
龍神, 弘明
藤波, 健剛
江口, 清
高松, 隆夫
Tamai, Hiroyuki
Ryujin, Hiroaki
Fujinami, Takeyoshi
Eguchi, Kiyoshi
Takamatsu, Takao
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抄録 |
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内容記述タイプ |
Abstract |
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内容記述 |
In recent years, RC structure buildings, with the post damper system are increasing in number because it takes little space. Authors had been developed the shear resistance member having new out-of-plane stiffener. In this paper, in order to confirm basic characteristics, loading tests were carried out on the post damper with the shear resistance member made of ordinary steel as a hysteretic damper. According to the tests, the following results were obtained. 1) Having new out-of-plane stiffener, the damper made of ordinary steel panel, which is about 70 in width-to-thickness ratio, shows excellent deformation capacity and efficient energy absorption capacity. 2) The shear resistance member shows a stable hysterisis characteristics under compressive axial force of 0.2 in its fully plastic axial force. 3) It is possible to develop the post damper which easily applyed precast reinforced concrete constructions. |
書誌情報 |
広島工業大学紀要. 研究編
巻 38,
p. 169-177,
発行日 2004
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出版者 |
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出版者 |
広島工業大学 |
ISSN |
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収録物識別子タイプ |
ISSN |
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収録物識別子 |
13469975 |
書誌レコードID |
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収録物識別子タイプ |
NCID |
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収録物識別子 |
AA11599110 |
フォーマット |
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内容記述タイプ |
Other |
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内容記述 |
application/pdf |
著者版フラグ |
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出版タイプ |
VoR |
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出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
日本十進分類法 |
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主題Scheme |
NDC |
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主題 |
524.91 |