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地震時の地盤の非線形性を考慮した杭の水平抵抗に関する研究
https://maebashi-it.repo.nii.ac.jp/records/11
https://maebashi-it.repo.nii.ac.jp/records/11907ce3db-122b-454c-9682-d0c4c7a10ae6
名前 / ファイル | ライセンス | アクション |
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研究論文(関).pdf (614.5 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper_02(1) | |||||
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公開日 | 2015-02-19 | |||||
タイトル | ||||||
タイトル | 地震時の地盤の非線形性を考慮した杭の水平抵抗に関する研究 | |||||
その他のタイトル | ||||||
その他のタイトル | A Study on Lateral Resistance of Pile Taking Into Account Soil Nonlinearity during Earthquake | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題 | 単杭 | |||||
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 | 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, the p-y model has been developed by taking into account both of these two effects. The applicability of this p-y model to the site nonlinearity has already been confirmed through the simulation analyses of lateral load tests of full-scale single piles. The simulation analyses are conducted to confirm that the proposed model is useful in the dynamic soil-pile-structure interaction problem. The estimated results by pseudo-static analyses using the proposed p-y model are compared to the results of the bending moment, displacement and shear force in the centrifuge table test and in the shaking table tests. The estimated bending moment, displacement and shear force are good agreement with observed results. | |||||
書誌情報 | 発行日 2015-02-19 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1343-8867 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA11225201 | |||||
更新日 | ||||||
日付 | 2017-03-27 | |||||
日付タイプ | Created |