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せん断力を受ける補剛箱形断面鋼部材の強度と変形能に関する解析的研究
http://hdl.handle.net/2237/8479
http://hdl.handle.net/2237/8479cfac3596-10a6-4606-9baf-9086732e4ac6
名前 / ファイル | ライセンス | アクション |
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Structural_Eng_48A-657.pdf (1.3 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-06-29 | |||||
タイトル | ||||||
タイトル | せん断力を受ける補剛箱形断面鋼部材の強度と変形能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 | Analytical study on strength and ductility of stiffened box-shaped steel members subjected to shear loading | |||||
言語 | en | |||||
著者 |
CHUSILP, Praween
× CHUSILP, Praween× 葛, 漢彬× GE, Hanbin× 宇佐美, 勉× USAMI, Tsutomu |
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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 | 補剛箱形断面部材 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Cyclic loading | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ダクティリティー | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ductility | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 繰り返し戴荷 | |||||
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 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | せん断力 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | shear loading | |||||
抄録 | ||||||
内容記述 | This paper presents practical methods for predictions of strength and ductility capacity of longitudinally stiffened, thin-walled steel box girders predominantly loaded in shear. Elasto-plastic large deformation analyses are performed to study shear behavior of such girders subjected to monotonic or cyclic loading. A modified two-surface model is employed to trace the material nonlinearity. Geometrical and material imperfections are taken into account. An extensive parametric study is carried out to investigate the effects of main structural parameters on the shear strength and ductility capacity. From these investigations, the application of available shear strength prediction methods, originally developed for plate girders, to box girders is verified. Considering key structural parameters, a simple formula is proposed for determining the ductility capacity. | |||||
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. 657-666, 発行日 2002-03 |
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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/2237/8479 | |||||
識別子タイプ | HDL |