書誌事項
- タイトル別名
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- DYNAMIC FLEXURAL BUCKLING FOR CIRCULAR TUBE PLIES BASED ON CENTRIFUGE TESTS OF SUPERSTRUECTURE-PILE-LIQUEFIED SOIL SYSTEM
- エンシンサイカ ソウチ オ モチイタ ウワヤ ・ クイ キソ-エキジョウカ ジバンケイ ニ オケル チュウクウ エンケイ ダンメン クイ ノ ドウザクツジッケン
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The steel piles beneath the building structures may buckle when the soil becomes liquefied during the large earthquake. In our previous papers, the static buckling behavior of the steel pile is clarified, but the shaking tests of the frames with circular tube piles and the soil, has not been performed to clarify the dynamic buckling behavior. In this paper, the centrifuge test which is a kind of the shaking tests, is applied for the dynamic behavior of small scaled models with the similarity rule, and it is shown that the collapse mechanism issued from dynamic flexural buckling for the piles in liquefied soil is described, and the piles' strength with liquefied soil is larger than that without soil because of the subgrade reaction.
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 (717), 1707-1716, 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
- 1390001205604582272
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- NII論文ID
- 130005109786
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 026850754
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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