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LATERAL LOADING TESTS OF FULL SCALED CONCRETE PILES EMBEDDED INTO THE GROUND<論文>
https://doi.org/10.24561/00016081
https://doi.org/10.24561/0001608199a581d4-6907-4708-840e-b8ae041c7e70
名前 / ファイル | ライセンス | アクション |
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KY-AN00095842-38-13.pdf (1.1 MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2008-03-07 | |||||
タイトル | ||||||
タイトル | LATERAL LOADING TESTS OF FULL SCALED CONCRETE PILES EMBEDDED INTO THE GROUND<論文> | |||||
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 | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.24561/00016081 | |||||
ID登録タイプ | JaLC | |||||
著者 |
TULADHAR, Rabin
× TULADHAR, Rabin× 睦好, 宏史× 牧, 剛史× DAIGO, Kohji |
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著者 ローマ字 | ||||||
著者 ローマ字 | ||||||
MUTSUYOSHI, Hiroshi | ||||||
著者 ローマ字 | ||||||
MAKI, Takeshi | ||||||
著者 所属 | ||||||
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 | ||||||
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) | ||||||
Graduate School of Science and Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Graduate School of Science and Engineering, Saitama University | ||||||
書誌情報 |
埼玉大学紀要. 工学部 第1編 第1部 論文集 en : The Science and Engineering Reports of Saitama University 巻 38, p. 74-80, 発行日 2005 |
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年月次 | ||||||
2005-3 | ||||||
出版者名 | ||||||
出版者 | 埼玉大学工学部 | |||||
出版者名(別言語) | ||||||
出版者 | Faculty of Engineering, Saitama University | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18804446 | |||||
概要 | ||||||
内容記述タイプ | Other | |||||
内容記述 | Recent earthquakes have shown that the non-linearity of soil and soil-structure interaction have significant effect on the seismic behavior of the bridges, especially those constructed on soft ground. This research aims to study the non-linear behavior of the pile-soil interaction during earthquakes using full scaled lateral loading tests on single concrete piles embedded into the ground. One dimensional monotonic loading was carried out in one pile specimen and the second pile specimen was subjected to cyclic loading. | |||||
版 | ||||||
[出版社版] | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
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 | 2008-03-07 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
KY-AN00095842-38-13 |