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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

コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査法

http://hdl.handle.net/2237/8471
http://hdl.handle.net/2237/8471
eb4e89f0-3947-48b1-a881-cd8c1b82b60e
名前 / ファイル ライセンス アクション
Structural_Eng_48A-667.pdf Structural_Eng_48A-667.pdf (1.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-06-27
タイトル
タイトル コンクリートを柱基部に部分充填した長方形断面鋼製橋脚の耐震照査法
言語 ja
その他のタイトル
その他のタイトル Proposal for check of ultimate earthquake resistance of partially concrete-filled steel bridge piers with rectangular box sections
言語 en
著者 前野, 裕文

× 前野, 裕文

WEKO 17796

ja 前野, 裕文

Search repository
Maeno, Hirofumi

× Maeno, Hirofumi

WEKO 17797

en Maeno, Hirofumi

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森下, 宣明

× 森下, 宣明

WEKO 17798

ja 森下, 宣明

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Morishita, Nobuaki

× Morishita, Nobuaki

WEKO 17799

en Morishita, Nobuaki

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葛, 漢彬

× 葛, 漢彬

WEKO 17800

ja 葛, 漢彬

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Ge, Hanbin

× Ge, Hanbin

WEKO 17801

en Ge, Hanbin

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青木, 徹彦

× 青木, 徹彦

WEKO 17802

ja 青木, 徹彦

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Aoki, Tetsuhiko

× Aoki, Tetsuhiko

WEKO 17803

en Aoki, Tetsuhiko

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高野, 光史

× 高野, 光史

WEKO 17804

ja 高野, 光史

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Takano, Koji

× Takano, Koji

WEKO 17805

en Takano, Koji

Search repository
吉光, 友雄

× 吉光, 友雄

WEKO 17806

ja 吉光, 友雄

Search repository
Yoshimitsu, Tomoo

× Yoshimitsu, Tomoo

WEKO 17807

en Yoshimitsu, Tomoo

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
キーワード
主題Scheme Other
主題 concrete-filled steel bridge pier
キーワード
主題Scheme Other
主題 コンクリート充填鋼製橋脚
キーワード
主題Scheme Other
主題 ductility
キーワード
主題Scheme Other
主題 長方形箱形断面
キーワード
主題Scheme Other
主題 effective failure length
キーワード
主題Scheme Other
主題 有効破壊長
キーワード
主題Scheme Other
主題 rectangular box section
キーワード
主題Scheme Other
主題 耐荷力
キーワード
主題Scheme Other
主題 strength
キーワード
主題Scheme Other
主題 塑性率
抄録
内容記述 In this study, cyclic tests are conducted on partially concrete-filled steel bridge piers with the rectangular box sections to examine the applicability of the failure criterion adapted in the present proposal. The criterion is concerned with the average strain over an effective failure length, which is taken as 0.7 times smaller flange width and filled-in concrete height. In the experiment, the flange-web width ratio of the section is examined from 3.0 to 0.5. Comparisons of the tested results and predictions made through the present proposal clarified a necessity of modification of the failure criterion. Based on experimental observations and analytical investigations, it is found that the present proposal can be applied for piers with rectangular sections by introducing an equivalent square section for the rectangular section.
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 48A, p. 667-674, 発行日 2002-03
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8471
識別子タイプ HDL
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