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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
5b3ca835-5017-4203-8023-b7b098afea86
名前 / ファイル | ライセンス | アクション | |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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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 | |||||
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 | |||||
著者 |
葛, 漢彬
× 葛, 漢彬× Ge, Hanbin× 宇佐美, 勉× Usami, Tsutomu× 高, 聖彬× Gao, Shengbin |
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権利 | ||||||
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. | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
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 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 09108009 | |||||
書誌情報 |
構造工学論文集 巻 46A, p. 109-118, 発行日 2000-03 |
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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 |