書誌事項
- タイトル別名
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- ANALYSIS OF BEHAVIOR OF A CYLINDRICAL-SHAPE CANTILEVER EARTH RETAINING STRUCTURE, AS AFFECTED BY WALL TEMPERATURE VARIATIONS : Part 2 Stress interaction between reinforcing bars in RC earth retaining wall and those in the underground structure wall
- ヘンドウ ヘキタイ オンド モ サヨウ シタ エンケイ ジリツ ヤマドメカコウ ノ キョドウ カイセキ ソノ 2 RC ヤマドメヘキ オヨビ チカヘキ ノ テッキン オウリョク
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抄録
The previous thesis (Part 1) presented a two-dimensional calculation method for a cylindrical earth retaining structure subjected to wall temperature variations, in addition to lateral pressures. In this study, the authors work out numerical analysis of mechanical behavior of a cylindrical RC earth retaining structure (144m in diameter and 30m in excavation depth). Especially, they take into account (a) the rigidity of the composite wall (earth retaining wall with RC basement wall), and (b) non-linear distribution of wall temperature variations in the composite wall. They compared the results with experimental data, and proved that the cross-sectional stress distribution of reinforcing bars in the composite wall is discontinuous across the interface of the earth retaining wall to the basement wall.
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 70 (596), 41-48, 2005
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
- 1390282680615159936
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- NII論文ID
- 110004839808
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 7687566
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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