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湾岸開発地域に建設される超高層免震タワーの群杭基礎システムに関する地震被害予測とその最適プロポーション選定法の研究<速報>
https://doi.org/10.24561/00016086
https://doi.org/10.24561/000160860373c972-ee26-4de7-a54d-cef5b95abdea
名前 / ファイル | ライセンス | アクション |
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KY-AN00095842-38-18.pdf (1.2 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 | 湾岸開発地域に建設される超高層免震タワーの群杭基礎システムに関する地震被害予測とその最適プロポーション選定法の研究<速報> | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Pile Foundation | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Soil-Structure Interaction | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Optimal Radius | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Finite Element Method | |||||
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 | 10.24561/00016086 | |||||
ID登録タイプ | JaLC | |||||
タイトル(別言語) | ||||||
その他のタイトル | Optimal Proportion of Pile Foundations Supporting Isolated High-Rise Buildings in Waterfront Area | |||||
著者 |
齊藤, 正人
× 齊藤, 正人 |
|||||
著者 ローマ字 | ||||||
SAITOH, Masato | ||||||
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) | ||||||
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. 110-113, 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 | This study focuses on how to determine an optimal proportion (radius) minimizing the bending strains of vertical, cylindrical fixed-head piles embedded in a homogeneous elastic stratum in soil-pile-structure systems where the kinematic interaction dominates. In order to determine the appropriate radius, a three-dimensional finite element method is applied. A general characteristic can be obtained by normalizing the bending strains with respect to a mean shear strain of the soil medium. The normalized bending strains can be expressed by the radius to height ratio of the piles and the ratio of soil to pile stiffness. | |||||
その他の言語 | ||||||
言語 | eng | |||||
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-AN00095842-38-18 |