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Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil
https://sucra.repo.nii.ac.jp/records/13144
https://sucra.repo.nii.ac.jp/records/1314407473955-e2ab-46ad-a841-cbe353f061f8
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
A1002476.pdf (520.6 kB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2008-03-10 | |||||
| タイトル | ||||||
| タイトル | Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | concrete pile | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | lateral loading | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | pile-soil interaction | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | seismic behavior | |||||
| 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 |
Tuladhar, Rabin
× Tuladhar, Rabin× 牧, 剛史× 睦好, 宏史 |
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| 著者 ローマ字 | ||||||
| 値 | Tuladhar, Rabin | |||||
| 著者 ローマ字 | ||||||
| 値 | Maki, Takeshi | |||||
| 著者 ローマ字 | ||||||
| 値 | Mutsuyoshi, Hiroshi | |||||
| 著者 所属 | ||||||
| 著者 所属 | ||||||
| 値 | 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 | ||||||
| 値 | 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) | ||||||
| 著者 所属(別言語) | ||||||
| 値 | Graduate School of Science and Engineering, Saitama University | |||||
| 著者 所属(別言語) | ||||||
| 値 | Graduate School of Science and Engineering, Saitama University | |||||
| 書誌情報 |
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS 巻 37, 号 1, p. 43-59, 発行日 2007 |
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| 年月次 | ||||||
| 値 | 2008-1 | |||||
| 出版者名 | ||||||
| 出版者 | JOHN WILEY & SONS LTD | |||||
| 収録物識別子 | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 00988847 | |||||
| DOI | ||||||
| 関連タイプ | isVersionOf | |||||
| 識別子タイプ | DOI | |||||
| 関連識別子 | info:doi/10.1002/eqe.744 | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Modern seismic design codes stipulate that the response analysis should be conducted by considering the complete structural system including superstructure, foundation, and ground. However, for the development of seismic response analysis method for a complete structural system, it is first imperative to clarify the behavior of the soil and piles during earthquakes. In this study, full-scale monotonic and reversed cyclic lateral loading tests were carried out on concrete piles embedded into the ground. The test piles were hollow, precast, prestressed concrete piles with an outer diameter of 300 mm and a thickness of 60 mm. The test piles were 26 m long. Three-dimensional (3D) finite element analysis was then performed to study the behavior of the experimental specimens analytically. The study revealed that the lateral load-carrying capacity of the piles degrades when subjected to cyclic loading compared with monotonic loading. The effect of the use of an interface element between the soil and pile surface in the analysis was also investigated. With proper consideration of the constitutive models of soil and pile, an interface element between the pile surface and the soil, and the degradation of soil stiffness under cyclic loading, a 3D analysis was found to simulate well the actual behavior of pile and soil. Copyright (c) 2007 John Wiley & Sons, Ltd. | |||||
| 注記 | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | Copyright(c)2007 John Wiley & Sons Ltd | |||||
| 版 | ||||||
| 値 | [著者版] | |||||
| 出版タイプ | ||||||
| 出版タイプ | AM | |||||
| 出版タイプResource | http://purl.org/coar/version/c_ab4af688f83e57aa | |||||
| 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 | 2008-03-10 | |||||
| 日付タイプ | Created | |||||
| アイテムID | ||||||
| 値 | A1002476 | |||||
