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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

鋼製補剛箱形断面橋脚の繰り返し弾塑性挙動に関する解析的研究

http://hdl.handle.net/2237/8445
http://hdl.handle.net/2237/8445
5b3ca835-5017-4203-8023-b7b098afea86
名前 / ファイル ライセンス アクション
Structural_Eng_46A-109.pdf Structural_Eng_46A-109.pdf (1.4 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2007-06-22
タイトル
タイトル 鋼製補剛箱形断面橋脚の繰り返し弾塑性挙動に関する解析的研究
言語 ja
その他のタイトル
その他のタイトル Numerical study on cyclic elastoplastic behavior of stiffened box-sectional steel bridge piers
言語 en
著者 葛, 漢彬

× 葛, 漢彬

WEKO 17735

ja 葛, 漢彬

Search repository
Ge, Hanbin

× Ge, Hanbin

WEKO 17736

en Ge, Hanbin

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宇佐美, 勉

× 宇佐美, 勉

WEKO 17737

ja 宇佐美, 勉

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Usami, Tsutomu

× Usami, Tsutomu

WEKO 17738

en Usami, Tsutomu

Search repository
高, 聖彬

× 高, 聖彬

WEKO 17739

ja 高, 聖彬

Search repository
Gao, Shengbin

× Gao, Shengbin

WEKO 17740

en Gao, Shengbin

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 繰り返し解析
キーワード
主題Scheme Other
主題 cyclic analysis
キーワード
主題Scheme Other
主題 変形能
キーワード
主題Scheme Other
主題 ductility
キーワード
主題Scheme Other
主題 非弾性挙動
キーワード
主題Scheme Other
主題 inelastic behavior
キーワード
主題Scheme Other
主題 鋼製橋脚
キーワード
主題Scheme Other
主題 steel bridge pier
キーワード
主題Scheme Other
主題 補剛箱形断面
キーワード
主題Scheme Other
主題 stiffened box section
キーワード
主題Scheme Other
主題 強度
キーワード
主題Scheme Other
主題 strength
抄録
内容記述 The present paper is concerned with an elastoplastic large displacement analysis of cantilever type of steel box columns modeling bridge piers under cyclic loading. A modified two-surface plasticity model is used for nonlinear constitutive. Influences of loading patterns such as monotonic loading, one-side cyclic loading and two-side cyclic loading on the inelastic behavior of steel columns are first investigated and it is found that the analysis under two-side cyclic loading is the most conservative. Next, a parametric study is carried out to examine effects of plate width-thickness ratio, coulumn slenderness ratio, stiffener rigidity and axial force on the ultimate strength and ductility. AS a result, some formulas are proposed for determining the strength and ductility required in practical seismic design of such structures.
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 46A, p. 109-118, 発行日 2000-03
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8445
識別子タイプ HDL
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