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RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements
https://sucra.repo.nii.ac.jp/records/12952
https://sucra.repo.nii.ac.jp/records/129525ece1ee0-efb4-4884-a05a-c7713bb2c700
名前 / ファイル | ライセンス | アクション |
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A1002290.pdf (1.4 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2007-11-01 | |||||
タイトル | ||||||
タイトル | RC pile-soil interaction analysis using a 3D-finite element method with fibre theory-based beam elements | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | RC pile | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | subgrade soil reaction | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 3D-FEM analysis | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | fibre model | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | beam element | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | interface between pile and soil | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
牧, 剛史
× 牧, 剛史 |
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著者 ローマ字 | ||||||
Maki, Takeshi | ||||||
著者 ローマ字 | ||||||
Maekawa, Koichi | ||||||
著者 ローマ字 | ||||||
Mutsuyoshi, Hiroshi | ||||||
著者 所属 | ||||||
埼玉大学大学院理工学研究科環境科学・社会基盤部門 | ||||||
著者 所属(別言語) | ||||||
Department of Civil and Environmental Engineering, Saitama University | ||||||
書誌情報 |
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS 巻 35, 号 13, p. 1587-1607, 発行日 2006 |
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年月次 | ||||||
2006-11 | ||||||
出版者名 | ||||||
出版者 | JOHN WILEY & SONS LTD | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 00988847 | |||||
DOI | ||||||
識別子タイプ | DOI | |||||
関連識別子 | info:doi/10.1002/eqe.588 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | To evaluate the overall response of a structural system including its foundation and surrounding soil, an equivalent finite element model with reduced degrees of freedom using fibre theory-based beam element was proposed. The proposed model was based on investigations of the subgrade soil reaction of a single-layer model, and was verified for the cyclic behaviour of a laterally loaded single RC pile in terms of the load-displacement relationship, pile deformation, and soil pressures on the pile surface. Also investigated was the effect of the interfacial element between pile and soil on the behaviour of the laterally loaded pile. Copyright (C) 2006 John Wiley & Sons, Ltd. | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2007-11-01 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1002290 |