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杭と地盤の非線形性を考慮した単杭の設計法に関する研究
https://maebashi-it.repo.nii.ac.jp/records/16
https://maebashi-it.repo.nii.ac.jp/records/16c1639bc4-5429-4b99-b060-445dc0d038f2
名前 / ファイル | ライセンス | アクション |
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03論文(関)(修正後)最終版.pdf (873.8 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper_02(1) | |||||
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公開日 | 2015-11-10 | |||||
タイトル | ||||||
タイトル | 杭と地盤の非線形性を考慮した単杭の設計法に関する研究 | |||||
その他のタイトル | ||||||
その他のタイトル | A Study on Seismic Design for Laterally Loaded Single Pile Considering Pile and Soil Non-Linearity | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | 単杭の設計法 | |||||
キーワード | ||||||
主題 | 杭の水平抵抗 | |||||
キーワード | ||||||
主題 | 遠心模型実験 | |||||
キーワード | ||||||
主題 | 大型振動台実験 | |||||
キーワード | ||||||
主題 | シミュレーション解析 | |||||
キーワード | ||||||
主題 | 応答変位法 | |||||
キーワード | ||||||
主題 | Seismic Design | |||||
キーワード | ||||||
主題 | Single pile | |||||
キーワード | ||||||
主題 | Lateral resistance of pile | |||||
キーワード | ||||||
主題 | Centrifuge model test | |||||
キーワード | ||||||
主題 | Large shaking table test | |||||
キーワード | ||||||
主題 | Simulation analysis | |||||
キーワード | ||||||
主題 | Pseudo-static analysis | |||||
著者 |
町田, 幸紀
× 町田, 幸紀× 関, 崇夫× マチダ, ユキノリ× セキ, タカオ× Machida, Yukinori× Seki, Takao |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | A behavior of a pile supported structure is affected by nonlinear dynamic soil-structure interaction during earthquake. There are two major factors which affect the nonlinear soil-structure interaction, the one is the local nonlinearity and the other is the site nonlinearity. In this paper, a seismic design for laterally loaded single pile considering pile and soil non-linearity is presented. The applicability of the seismic design are investigated by simulation analyses of the lateral load tests of 12 full-scale single piles , the centrifuge table test, the shaking table tests and pile foundation damaged by Hyogoken-nanbu Earthquake. The estimated results, load-displacement relationships and bending moment and displacement and shear force, are good agreement with observed results. From the above study results,it is confirmed that the proposed design method is useful for laterally loaded single pile considering pile and soil non-linearity. | |||||
書誌情報 | 発行日 2015-11-10 | |||||
更新日 | ||||||
日付 | 2017-03-27 | |||||
日付タイプ | Created |