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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

制震ダンパーとしての座屈拘束ブレースの要求性能

http://hdl.handle.net/2237/8533
http://hdl.handle.net/2237/8533
74701f08-2acc-459b-b38e-349f7d3cdf3a
名前 / ファイル ライセンス アクション
Structual_Eng_50A-527.pdf Structual_Eng_50A-527.pdf (1.7 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-07-13
タイトル
タイトル 制震ダンパーとしての座屈拘束ブレースの要求性能
言語 ja
その他のタイトル
その他のタイトル Required Performances for Buckling-Restrained Braces as a Structural Control Damper
言語 en
著者 宇佐美, 勉

× 宇佐美, 勉

WEKO 18159

ja 宇佐美, 勉

Search repository
USAMI, Tsutomu

× USAMI, Tsutomu

WEKO 18160

en USAMI, Tsutomu

Search repository
加藤, 基規

× 加藤, 基規

WEKO 18161

ja 加藤, 基規

Search repository
KATO, Motoki

× KATO, Motoki

WEKO 18162

en KATO, Motoki

Search repository
葛西, 昭

× 葛西, 昭

WEKO 18163

ja 葛西, 昭

Search repository
KASAI, Akira

× KASAI, Akira

WEKO 18164

en KASAI, Akira

Search repository
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
権利
言語 ja
権利情報 土木学会 (許諾 土学編集 第07010号)
キーワード
主題Scheme Other
主題 Buckling-restrained brace
キーワード
主題Scheme Other
主題 座屈拘束ブレース
キーワード
主題Scheme Other
主題 Damper
キーワード
主題Scheme Other
主題 制震ダンパー
キーワード
主題Scheme Other
主題 Required performances
キーワード
主題Scheme Other
主題 要求性能
キーワード
主題Scheme Other
主題 Analysis
キーワード
主題Scheme Other
主題 解析
キーワード
主題Scheme Other
主題 Test
キーワード
主題Scheme Other
主題 実験
キーワード
主題Scheme Other
主題 Design
キーワード
主題Scheme Other
主題 設計
抄録
内容記述 Required performances for buckling-restrained brace (BRB) used as a structural control device are examined. BRBs are now extensively used to control the seismic demand (response) of building structures in Japan. However a few studies have so far been made on BRBs installed in bridge structures. In this paper, an outline of BRBs is first described, followed by a presentation of a numerical model for determining the elasto-plastic cyclic behavior of BRBs. Then, an attempt is made to substantiate the numerical approach by comparing its results with some experimental results. Lastly, a list of six important required performances are presented,some of them being examined numerically. As a result, empirical formulas have been proposed for (a) limit of spacing between the bracing and restraining member and (b) contact force transmitted to the restraining member.
言語 en
内容記述タイプ Abstract
出版者
言語 ja
出版者 土木学会
言語
言語 jpn
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
ISSN
収録物識別子タイプ PISSN
収録物識別子 09108009
書誌情報 ja : 構造工学論文集

巻 50A, p. 527-538, 発行日 2004-03
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8533
識別子タイプ HDL
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