書誌事項
- タイトル別名
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- PILE RESPONSE INDUCED BY INERTIAL AND KINEMATIC INTERACTION IN LIQUEFIED SOIL DEPOSIT : Centrifuge model test for pile foundation in saturated sand layers and its analytical study
- エキジョウカ ジバン ニ オケル クイ キソ ノ ジシンジ クイ オウリョク
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Dynamic centrifuge tests were performed for a four-pile group foundation model embedded in saturated fine sand layers. The test results are compared with the analytical results by the numerical model which consists of beam elements and nonlinear interaction springs taking into account the effective stress. These test and analytical results indicate that pile bending moment is affected by the acceleration level and the wave form of input earthquake motion. Pile bending moment by the inertial interaction becomes smaller corresponding to the decrease in response acceleration of the structure but reaches a deeper part of the pile in liquefied soil. Pile bending moment by the kinematic interaction becomes larger at the boundary of soil layers and its contribution to the total pile bending moment increases with input acceleration level.
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 62 (494), 51-58, 1997
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
- 1390001205638976768
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- NII論文ID
- 110004303362
- 10003275715
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 4193957
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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
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可