書誌事項
- タイトル別名
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- DISCUSSION ON ESTIMATION METHODS OF PILE HEAD RIGIDITY FOR SIMPLIFIED SEMI-RIGID PILE HEAD CONNECTION
- カンイ ナ クイガシラ セツゴウ コウホウ ノ カイテン ゴウセイ ヒョウカホウ ニ カンスル コウサツ
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抄録
Semi-rigid pile head connection method can reduce a bending moment at pile head and foundation beams induced by seismic load compared to that with rigid pile head connection. Various types of the semi-rigid pile head connection method have been developed and used in practical application of building in Japan. Each different estimation equations of pile head rigidities are employed in each developed methods evaluating from the static structural experimental data in spite of the similar connection conditions. This paper describes the static cyclic lateral loading tests of the simplified pile head connection methods. Based on the test results, the estimation equations of pile head rigidity are proposed. And it is compared to the previous estimation methods.
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 78 (688), 1095-1104, 2013
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
- 1390282680582329344
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- NII論文ID
- 130004752685
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 024687387
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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