書誌事項
- タイトル別名
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- EXPERIMENTAL AND NUMERICAL STUDY ON INFLUENCE OF OVERTURNING MOMENT ON LATERAL LOAD DISTRIBUTION WITHIN A PILE GROUP
- テントウ モーメント ガ グンクイ ナイ スイヘイリョク ブンタン ニ アタエル エイキョウ ニ カンスル ジッケン オヨビ カイセキテキ ケントウ
この論文をさがす
説明
A series of centrifuge shaking table tests with various pile group configurations, as well as a static pushover analysis using an average-stress-dependent nonlinear soil model, were performed to study influence of overturning moment on lateral load distribution within a pile group. The centrifuge shaking table tests show that, as ratio of overturning moment to total pile head shear load increases, lateral load carried by each trailing pile decreases with respect to that of leading pile. The numerical analysis suggests that the moment applied to foundation can produce shear forces at pile head that act oppositely outward with respect to the rotational center. This is probably the main reason why the lateral load carried by the trailing pile tends to decrease as the ratio of overturning moment to total pile head shear load increases.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 80 (709), 427-434, 2015
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680580619136
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- NII論文ID
- 130005060792
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 026227844
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDLサーチ
- Crossref
- CiNii Articles
- OpenAIRE
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- 抄録ライセンスフラグ
- 使用不可
